Documents published in 2015 : Scipedia

Problems of the manuscript of «Yerros de Naturaleza y aciertos de la Fortuna»
E. Coenen

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 15

Abstract
In the manuscript of Yerros de Naturaleza y aciertos de la Fortuna preserved in the Biblioteca Nacional, the folios attributed to Antonio Coello are not autograph, as has always been assumed. This fact imposes the need to reinterpret the textual interventions made by whoever it was who copied these parts of the text, undoubtedly someone linked to a theatre company. There are clear signs that, without consulting the poets, the company introduced important changes in their text, even reordering segments of the third act.
Abstract
In the manuscript of Yerros de Naturaleza y aciertos de la Fortuna preserved in the Biblioteca Nacional, the folios attributed to Antonio Coello are not autograph, as has [...]
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False Accusation and Theatricality in Lope de Vega's «Laura perseguida»
C. Couderc

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 13

Abstract
Laura perseguida is one of the oldest comedias written by Lope de Vega. We study in this article the generic indecision which characterizes this play, as it often occurs in this phase of the story of the Comedia nueva. Another remarkable characteristic of this play is the importance of the false accusation, which is a part of the vaster theme of the the problematic identity of the central character.
Abstract
Laura perseguida is one of the oldest comedias written by Lope de Vega. We study in this article the generic indecision which characterizes this play, as it often occurs in [...]
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Secrets in Calderón. Analyses of Some Secrecy Aspects in Calderón’s Comedies
S. Kroll

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 7

Abstract
Spanish Golden Age Culture is an age of secrets and secrecy. Among its playwrights, Pedro Calderón de la Barca shows the most complex comprehension of this subject. During the entirety of his career he refers to it in numerous comedies, creates metaphors concerning different aspects of secrecy and employs it for the construction of his comedias de enredo/comedies of intrigue. In summary: Calderón has an ongoing interest in this anthropological phenomenon. The article analyses the motive of secrecy in selected plays, tragic and comic, starting with the San Secreto figure present in different plays, for example in La vida es sueño. After tracing the temporal aspect of secrecy the article ends with some thoughts about the relation between the public and the secret spheres. Calderón reflects this relation in his masterpiece concerning secrecy: El secreto a voces/The loud secret.
Abstract
Spanish Golden Age Culture is an age of secrets and secrecy. Among its playwrights, Pedro Calderón de la Barca shows the most complex comprehension of this subject. During [...]
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Review of Ignacio Arellano, El ingenio de Lope de Vega. Escolios a las «Rimas humanas y divinas del licenciado Tomé de Burguillos», New York, IDEA/IGAS, 2012, 311 pp. (ISBN: 978-1-938795-84-8)
V. Roncero

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 4

Abstract
Book's review
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«Cuidadoso descuido»: rogues, lying, and theater in the picaresque narrative
F. Rodríguez Mansilla

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 1

Abstract
This article analyzes the use of the phrase «cuidadoso descuido» in seduction scenes of some picaresque narratives. The origin of this phrase is dual: «descuido» is the Spanish translation of sprezzatura, a key concept in Renaissance courtly manuals; and «cuidadoso descuido» is a concept that expresses the naturalness of a performance in theater. The picaresque narratives subvert that courtly and theatrical origin and employ «cuidadoso descuido» as a problematic euphemism to talk about a crime that includes lying and dissimulation.
Abstract
This article analyzes the use of the phrase «cuidadoso descuido» in seduction scenes of some picaresque narratives. The origin of this phrase is dual: «descuido» is the [...]
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Review of Criado Mainar, Jesús, La escultura romanista en la comarca de la comunidad de Calatayud y su área de influencia. 1589-1639, Calatayud, Centro de Estudios Bilbilitanos, Institución Fernando el Católico, Comarca Comunidad de Calatayud, 2013
G. Torres

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 10

Abstract
Book's review
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Aspects in the edition of Golden Age Texts: dealing with «Cada loco con su tema» by Hurtado de Mendoza
I. Arellano

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 6

Abstract
Reflections on practice of editing and annotating texts of the Golden Age, focusing especially on the comedy of Hurtado de Mendoza, Cada uno para sí, with textual and explanatory notes.
Abstract
Reflections on practice of editing and annotating texts of the Golden Age, focusing especially on the comedy of Hurtado de Mendoza, Cada uno para sí, with textual and explanatory [...]
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Episodes in «Persiles and Sigismunda» shaped by ‘Byzantine tales’ from the «Gesta Romanorum»
C. Colahan

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 3

Abstract
Only recently has there been a recognition of the literary influence in Spain of the ‘examples’ found in the Gesta Romanorum, a collection of tales widely spread and fertile in adaptations throughout Medieval and Renaissance northern Europe. Just as other Hispanic writers did who were contemporaries of Cervantes, he would have been able to read them without difficulty in the original Latin, which is highly simplified for the use of preachers. The plot and images of two of the gesta written in the style of a Byzantine novel shape corresponding episodes in the Persiles, which is well known for Cervantes’ statement that in it he sought to compete with the Byzantine novel set in Ethiopia by Heliodorus. A whale swallowing Auristela’s ship in one of the tales, like her rescue and subsequent forced choice between suitors, provide situations and phrases used by Cervantes to portray the intense love between Persiles and his sweetheart/pretended sister, Sigismunda, as was done also in other Hispanic adaptations of the legend.
Abstract
Only recently has there been a recognition of the literary influence in Spain of the ‘examples’ found in the Gesta Romanorum, a collection of tales widely spread and fertile [...]
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Loving Economy and New Value of the Body and its Clothing in Two Miguel de Cervantes’ «Exemplary Novels»
C. Yushimito del Valle

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 9

Abstract
This paper studies two Exemplary Novels written by Miguel de Cervantes, The English Spaniard and The Liberal Lover, focusing on the economic anxiety that existed at the time. The «abstraction» of money due to the emerging use of credit is part of a series of irreversible and significant changes that Europe experiences as a result of the gold extracted from the New World. This anxiety reveals itself, at the same time, a clear inestability in the economic and affective discourse of the period, expressed in the semantic moving that the narrative of the body and clothing expresses.
Abstract
This paper studies two Exemplary Novels written by Miguel de Cervantes, The English Spaniard and The Liberal Lover, focusing on the economic anxiety that existed at the time. [...]
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«Mujeres esquivas» and the Paternal Function
E. Cowling

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 8

Abstract
Using the psychoanalytical concept of the paternal function, this article will explore the ways in which two similar plays, Lo que son mujeres by Francisco Rojas Zorilla and El desdén con el desdén by Agustín Moreto diverge in their endings, hinging on the function, or lack thereof, of the father figure.
Abstract
Using the psychoanalytical concept of the paternal function, this article will explore the ways in which two similar plays, Lo que son mujeres by Francisco Rojas Zorilla and [...]
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Review of Kallendorf, Hilaire (ed.), A Companion to Early Modern Hispanic Theater, Leiden/Boston, Brill, 2014 [The Renaissance Society of America. Text and Studies Series, 2], 388 pp. (ISBN: 978-90-04-23456-7)
A. Sáez

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 5

Abstract
Book's review
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Spanish Mystic Women of the Golden Century within the Ottoman Empire: Seven Arabic Manuscripts Found in Aleppo (Syria)
F. del Río Sánchez

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 2

Abstract
This work reports on the existence of seven manuscripts conserved in three different collections of Aleppo (Syria): the Greek-Catholic/Melkite, the Georges and Mathilde Salem Foundation and the Maronite libraries. These seven copies contain the Arabic translations of some mystical works written by two mystic women of the Spanish Golden Century, Teresa de Ávila and María de Ágreda. The history of these Arabic versions, translated right in the heart of the Ottoman Arabic provinces, constitutes an interesting object of study that is directly linked with the manner in which many European Western works passed to the Mediterranean Levant during the 16th and 17th centuries.
Abstract
This work reports on the existence of seven manuscripts conserved in three different collections of Aleppo (Syria): the Greek-Catholic/Melkite, the Georges and Mathilde Salem [...]
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Review of Ángeles maraqueros. Trazos neobarroc-s-ch-os en las poéticas latinoamericanas, ed. Ángeles Mateo del Pino, Buenos Aires, Katatay, 2013, 464 pp. ISBN: 978-987-29565-0-9
J. Páez

Hipogrifo. Revista de literatura y cultura del Siglo de Oro (2015). Vol. 3, (1), 14

Abstract
Book's review.
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A local constitutive model for the discrete element method. Application to geomaterials and concrete
E. Oñate, F. Zárate, J. Miquel, M. Santasusana, M. Celigueta, F. Arrufat, R. Gandikota, K. Valiullin, L. Ring

Computational Particle Mechanics (2015). Vol. 2(2) pp. 139-160

Abstract
This paper presents a local constitutive model for modelling the linear and non linear behavior of soft and hard cohesive materials with the discrete element method (DEM). We present the results obtained in the analysis with the DEM of cylindrical samples of cement, concrete and shale rock materials under a uniaxial compressive strength (UCS) test, different triaxial tests, a uniaxial strain compaction (USC) test and a brazilian tensile strength (BTS) test. DEM results compare well with the experimental values in all cases.
Abstract
This paper presents a local constitutive model for modelling the linear and non linear behavior of soft and hard cohesive materials with the discrete element method (DEM). [...]
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An implicit stabilized finite element method for the compressible Navier–Stokes equations using finite calculus
M. Kouhi, E. Oñate

Computational Mechanics (2015). Vol. 56(1) pp. 113-129

Abstract
A new implicit stabilized formulation for the numerical solution of the compressible NavierStokes equations is presented. The method is based on the Finite Calculus (FIC) scheme using the Galerkin finite element method (FEM) on triangular grids. Via the FIC formulation, two stabilization terms, called streamline term and transverse term, are added to the original conservation equations in the space-time domain. The non-linear system of equations resulting from the spatial discretization is solved implicitly using a damped Newton method benefiting from the exact Jacobian matrix. The matrix system is solved at each iteration with a preconditioned GMRES method. The efficiency of the proposed stabilization technique is checked out in the solution of 2D inviscid and laminar viscous flow problems where appropriate solutions are obtained especially near the boundary layer and shock waves. The work presented here can be considered as a follow up of a previous work of the authors [24]. In that paper, the stabilized Galerkin FEM based on the FIC formulation was derived for the Euler equations together with an explicit scheme. In the present paper, the extension of this work to the Navier-Stokes equations using an implicit scheme is presented.
Abstract
A new implicit stabilized formulation for the numerical solution of the compressible NavierStokes equations is presented. The method is based on the Finite Calculus (FIC) [...]
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On the effect of the bulk tangent matrix in partitioned solution schemes for nearly incompressible fluids
A. Franci, E. Oñate, J. Carbonell

Int. J. Numer. Meth. Engng. (2015). Vol. 102(3-4) pp. 257-277

Abstract
The purpose of this paper is to study the effect of the bulk modulus in the iterative matrix for the analysis of quasi-incompressible free surface fluid flows using a mixed Lagrangian finite element formulation and a partitioned solution scheme. A practical rule to set up the value of a pseudo-bulk modulus a priori in the tangent bulk stiffness matrix for improving the conditioning of the linear system of algebraic equations is also given. The efficiency of the proposed strategy is tested in several problems analyzing the advantage of the modified bulk tangent matrix with regard to the stability of the pressure field, the convergence rate and the computational speed of the analyses. The technique has been tested on the FIC/PFEM Lagrangian formulation presented in [19] but it can be easily extended to other quasi-incompressible stabilized finite element formulations. Copyright c 2010 John Wiley & Sons, Ltd.
Abstract
The purpose of this paper is to study the effect of the bulk modulus in the iterative matrix for the analysis of quasi-incompressible free surface fluid flows using a mixed [...]
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Adjoint-based adaptive finite element method for the compressible Euler equations using finite calculus
M. Kouhi, E. Oñate, D. Mavriplis

Aerospace Science and Technology (2014). Vol. 46 pp. 422-435

Abstract
In this paper, an adjoint-based error estimation and mesh adaptation framework is developed for the compressible inviscid flows. The algorithm employs the Finite Calculus (FIC) scheme for the numerical solution of the flow and discrete adjoint equations in the context of the Galerkin finite element method (FEM) on triangular grids. The FIC scheme treats the instabilities normally generated in the numerical solution of the fluid equations through adding two stabilization terms, called streamline term and transverse term, to the original central-based discretized formulation. The non-linear system of equations resulting from the flow problem is solved implicitly using a damped Newton’s method accompanied with the exact Jacobian matrix. A defect corrected scheme is implemented to iteratively solve the linear system of equations related to the adjoint problem benefiting from the transpose of the Jacobian matrix. At each iteration, the linear systems of equations resulting from the fluid and adjoint problems are solved using a preconditioned GMRES method. Having calculated the error of a specified output functional locally, an h-refinement methodology based on the element subdivision is performed to refine the candidate elements. The quality of the numerical results proves the capability of the presented approach for the adjoint-based error estimation and mesh adaptation problems in different flow regimes.
Abstract
In this paper, an adjoint-based error estimation and mesh adaptation framework is developed for the compressible inviscid flows. The algorithm employs the Finite Calculus [...]
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A simple FEM-DEM technique for fracture prediction in materials and structures
F. Zárate, E. Oñate

Comp. Part. Mech (2015). Vol. 2(3) pp. 301-314 (preprint)

Abstract
This paper presents a new computational technique for predicting the onset and evolution of fracture in a continuum in a simple manner combining the finite element method (FEM) and the discrete element method (DEM). Once a crack is detected at an element side in the FE mesh, discrete elements are generated at the nodes sharing the side and a simple DEM mechanism is considered to follow the evolution of the crack. The combination of the DEM with simple 3-noded linear triangular elements correctly captures the onset of fracture and its evolution, as shown in several examples of application in two and three dimensions.
Abstract
This paper presents a new computational technique for predicting the onset and evolution of fracture in a continuum in a simple manner combining the finite element method [...]
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Capacidad de deformación de postes de acero ante demandas de viento
E. Hernández

International Journal of Natural Disasters, Accidents and Civil Infrastructure (2016). Vol. 16, (1)

Abstract
En este artículo se discuten los resultados de un estudio analítico que evalúa la respuesta inelástica de postes de acero ante demandas laterales de viento. Se realizaron análisis ante carga estática monótona creciente de diez postes con alturas entre los 10 m hasta los 30 m. Los análisis inelásticos se realizaron ante tres patrones de carga mediante el programa OpenSees considerando modelos detallados con secciones discretizadas con fibras. A base de los resultados, se propuso una deformación límite de diseño para el estado límite de servicio.
Abstract
En este artículo se discuten los resultados de un estudio analítico que evalúa la respuesta inelástica de postes de acero ante demandas laterales [...]
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Eficiencia de disipadores sintonizados de masa en estructuras con comportamiento elasto-plástico sometidas a cargas sísmicas
E. Duque, J. Inaudi, V. García

International Journal of Natural Disasters, Accidents and Civil Infrastructure (2015). Vol. 15, (1)

Abstract
Se presenta un análisis de la eficiencia de amortiguadores de masa sintonizada (TMD) en estructuras elasto-plásticas sometidas a cargas sísmicas. El estudio incluye el diseño óptimo del TMD tomando en consideración el nivel de plastificación alcanzado por la estructura principal. La excitación sísmica se representa a través de un proceso aleatorio estacionario de ruido blanco filtrado (filtro de Kanai-Tajimi) y el comportamiento elasto-plástico de la estructura principal se representa mediante el modelo de Bouc-Wen. La optimización de los parámetros del TMD con el criterio de reducción de desplazamiento de la estructura principal ante la acción sísmica, permite obtener los parámetros de rigidez y de amortiguamiento óptimos para distintos niveles de plastificación estructural dependiente de la intensidad de la excitación sísmica. Los valores de rigidez óptima se ajustaron a una función que resulta de asumir que la fuerza resistente del TMD tiene una componente lineal, otra no lineal elástica y disipación viscosa lineal. Los resultados confirman que el TMD trabaja eficientemente en la reducción de los desplazamientos de la estructura ante eventualidades sísmicas, aun cuando la estructura incursione en un régimen plástico, aunque las reducciones logradas no resultan significativas en los casos de estructuras sometidas a altas intensidades sísmicas que producen altos niveles de demanda inelástica.
Abstract
Se presenta un análisis de la eficiencia de amortiguadores de masa sintonizada (TMD) en estructuras elasto-plásticas sometidas a cargas sísmicas. El estudio incluye el [...]
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Propuesta metodológica para el análisis de las crecidas del río Pilcomayo y su aplicación para el año 2014
A. Tachino, C. Vargas, M. Corral, M. Pagot, P. Gyssels, A. Rodriguez

International Journal of Natural Disasters, Accidents and Civil Infrastructure (2015). Vol. 15, (1)

Abstract
El Pilcomayo es un sistema fluvial de régimen muy variable y no regulado, con una de las tasas de transporte de sedimentos en suspensión más altas del mundo (125x106 Tn/año). Al salir de su tramo de montaña cercano a la ciudad boliviana de Villamontes, el río se caracteriza por altas tasas de sedimentación las cuales aumentan hacia aguas abajo. Como consecuencia, el río en la cuenca media presenta una geometría de cauce colgado, lo que sumado a su traza meandriforme y la no regulación de sus caudales, propician condiciones de alto riesgo de avulsión, es decir cambio repentino del cauce en su planialtimetría, propiciada por crecidas donde el flujo desborda en puntos específicos o ?puntos críticos?.El río Pilcomayo es estratégico para el desarrollo socioeconómico del Norte Argentino, en particular para las Provincias de Salta y Formosa. La mayor parte de la cuenca activa se encuentra en Bolivia y luego es límite entre Argentina y Paraguay hasta la zona de Embocadura donde las aguas son distribuidas entre ambos países, siguiendo aguas abajo cursos naturales como el Bañado La Estrella y Río Monte Lindo.El objetivo del presente trabajo es presentar una metodología para el análisis y estudio de las crecidas del Río Pilcomayo, así como también presentar su aplicación a la crecida del año 2014. El método se aplica al tramo que va desde Villamontes (Bolivia) hasta Misión La Paz / Pozo Hondo (Argentina / Paraguay), tramo donde se ubican la mayoría de los puntos críticos con riesgo de avulsión.
Abstract
El Pilcomayo es un sistema fluvial de régimen muy variable y no regulado, con una de las tasas de transporte de sedimentos en suspensión más altas del mundo (125x106 Tn/año). [...]
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Comparación de espectros de sitio especifico obtenidos a partir de sismos reales y mediante la aplicación de la normativa MOC-CFE2008 para la ciudad de Colima, México.
H. Lozoya, C. Huerta-Lopez, T. Reyes, A. Meléndez, E. Sánchez, M. Sandoval, J. Jácome, E. Mora

International Journal of Natural Disasters, Accidents and Civil Infrastructure (2015). Vol. 15, (1)

Abstract
En el presente estudio se realizaron mediciones de vibración ambiental (VA) en 9 puntos de la ciudad de Colima, mediante arreglos de estaciones. Particularmente, se usó la técnica de auto-correlación espacial, y estimaron las curvas de dispersión de ondas Rayleigh, a las cuales se aplico el proceso numérico de inversión para estimar los perfiles de velocidad de ondas de corte (VS). Se compararon las funciones de transferencia obtenidas en este estudio, con los obtenidos por Chávez et al (2007). Para lo anterior, se emplearon registros de 2 sismos grandes ocurridos en la zona de subducción como las funciones de Green que se propagaron verticalmente por cada perfil. Se estimaron periodos naturales utilizando los registros de VA y se compararon con los obtenidos mediante PRODISIS del MOC-2008 de la Comisión Federal de Electricidad (CFE, 2008). Los resultados obtenidos muestran una distribución de periodos naturales de vibración acordes con la geología local. Asimismo, se usaron las señales estimadas en superficie, para estimar los espectros de respuesta en todos los sitios para posteriormente compararlos con los espectros de diseño calculados según la normativa MOC-2008, pues dicha norma es la comúnmente usada en proyectos de construcción en México para sitios donde no se dispone de una normativa sísmica local. Los espectros de diseño en todos los casos tienen importantes zonas con amplitudes menores respecto a las obtenidas para los espectros de respuesta calculados mediante registros de sismos reales, principalmente en la banda de periodos cortos.
Abstract
En el presente estudio se realizaron mediciones de vibración ambiental (VA) en 9 puntos de la ciudad de Colima, mediante arreglos de estaciones. Particularmente, se usó [...]
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Estudio de la vulnerabilidad sísmica del centro histórico de Tapachula, Chiapas, con el método del índice de vulnerabilidad
A. Sibaja, F. Vidal-Sanchez, C. Aranda-Caballero

International Journal of Natural Disasters, Accidents and Civil Infrastructure (2015). Vol. 15, (1)

Abstract
Los sismos destructores históricos y recientes han mostrado que el colapso de las edificaciones es el factor que más contribuye a la pérdida de vidas humanas. Un estudio de vulnerabilidad sísmica determina el nivel de seguridad de una zona urbana o de una serie de edificaciones ante los movimientos sísmicos que pueden ocurrir en dicho sitio. Mediante este tipo de estudio se hace un diagnóstico de niveles de desempeño de cada edificación y se evalúa su posible comportamiento y susceptibilidad al daño sísmico. En este trabajo se ha estimado lavulnerabilidad sísmica de 399 edificaciones de 22 manzanas del Centro Histórico de Tapachula, Chiapas, con dos métodos: primero el de clasificación tipológica según la Escala Macrosísmica Europea (EMS-98) y posteriormente mediante el método del índice de vulnerabilidad sísmica(MIV) de RISK-UE. Este método es un refinamiento del primero que cuantifica mejor los factores de construcción y comportamiento de cada edificio que modifican su vulnerabilidad. Los resultados obtenidos se presentan en tablas y mapas de lnerabilidad sísmica y muestran que en la zona estudiada predominan las edificaciones con clases de vulnerabilidad alta (B) y muy alta (A) y que la estimación de la vulnerabilidad aplicando los criterios de la Escala EMS mejoran significativamente al aplicar MIV, que detecta un incremento de construcciones de clase A (de 36 a 44) y una disminución de las de clase E (de 13 a 5) respecto a la evaluación con EMS.
Abstract
Los sismos destructores históricos y recientes han mostrado que el colapso de las edificaciones es el factor que más contribuye a la pérdida de vidas humanas. Un estudio [...]
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Corrupción y burocracia: Enemigos de la rehabilitación antes y después de un terremoto
A. Gonzalez-Quevedo

International Journal of Natural Disasters, Accidents and Civil Infrastructure (2015). Vol. 15, (1)

Abstract
Editorial: Corrupción y burocracia: Enemigos de la rehabilitación antes y después de un terremoto
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Thermomechanical simulation of an industrial quenching process applied to a centrifugal pump impeller
C. García–Herrera, D. Celentano, M. Cruchaga, C. Loewe

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (3)

Abstract
The thermomechanical behaviour during the quenching process of a centrifugal pump impeller made of white iron is studied in this work. The analysis is carried out using a coupled thermomechanical formulation that is discretized within the context of the finite element method. The material response is described by means of a thermoplastic model that includes phase-change effects. In particular, a heat treatment consisting in cooling from the austenizing temperature is presented with the aim of assessing the failure occurrence of the part at the end of the process. Three different criteria written in terms of the stresses and plastic deformations developed during the cooling stage are specifically compared to evaluate the final mechanical damage. The study is focused on two impeller configurations, with 4 and 5 blades, where fracture occurs in the former during its industrial production. The numerical results obtained in this work for these two cases confirm that the proposed methodology realistically predicts their failure possibilities.
Abstract
The thermomechanical behaviour during the quenching process of a centrifugal pump impeller made of white iron is studied in this work. The analysis is carried out using a [...]
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Dynamic ground stress‐path evolution due to the railway traffic: A parametric study
A. Colaço, P. Costa, P. Lopes

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (2)

Abstract
In this paper, a numerical study of the geomechanical stress state evolution induced by the railway traffic is presented. The numerical model is based on a 2.5D formulation with the ability to account for the dynamic train‐track interaction. For the case study, the stress state evolution is systematized in the form of stress paths. The results obtained allow to recognize the great influence of the train speed and the presence of irregularities in the track for the behavior of the railway track. Based on the knowledge acquired during the implementation of previous parametric studies, the adequacy of the hollow cylinder torsional test to simulate the complex stress paths induced in the ground of the traffic railway is evaluated. The results obtained allow to put in perspective the simulation of these loads in laboratory, with the aim of studying the damage accumulation in the specimens.
Abstract
In this paper, a numerical study of the geomechanical stress state evolution induced by the railway traffic is presented. The numerical model is based on a 2.5D formulation [...]
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Structural stability in elastoplastic 2D frames
M. Cacho-Pérez, P. López-Reyes, A. Lorenzana, J. Terán

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (2)

Abstract
The evaluation of the maximum level of load that any 2D framed structure can undergo, before plastic collapse or buckling, is addressed in this paper. The analytical approach, based on a beam element with elastic behaviour except on its ends, uses an incremental approach to determine when changes appear due to plastic behaviour. When the combination of axial force and bending moment in any cross-section reaches the plastic function, that section is considered to yield suddenly and relative displacements can appear because of the yielding. The model includes the traditional plastic hinge, which only considers relative rotation due to the effect of the bending moment. The sequential loading and yielding reduces the stiffness and stability of the frame, which is computed and compared with the classic plastic methods of analysis.
Abstract
The evaluation of the maximum level of load that any 2D framed structure can undergo, before plastic collapse or buckling, is addressed in this paper. The analytical approach, [...]
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Virtual screening refined with parallel neural approaches improves drug discovering
H. Pérez-Sánchez, G. Cano, J. García-Rodríguez, J. Cecilia

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (4)

Abstract
In the field of clinical research, it is crucial to determine the safety and efficacy of current drugs and further accelerate the discovery of new active compounds. The traditional methods performed expensive laboratory tests. These methods are very costly and require a long time. However, bioinformatics can greatly facilitate the clinical research for the above purposes, providing the prediction of drug toxicity and activity in new diseases and evaluating the validity of active compounds discovered in clinical trials. This can be achieved through the availability of bioinformatics tools and methods of computer virtual screening (VS) that allow the test all the necessary hypotheses before doing the clinical trials, such as structural docking using the BINDSURF program. However, the accuracy of most VS methods is severely restricted due to constraints in the affinity or scoring functions describing biomolecular interactions, and even today these uncertainties are not fully known. In this paper we address this problem by proposing a new approach in which neural networks are trained with information on databases of known compounds (target proteins and drugs), for further exploiting the method to improve the accuracy of VS BINDSURF predictions of affinity.
Abstract
In the field of clinical research, it is crucial to determine the safety and efficacy of current drugs and further accelerate the discovery of new active compounds. The traditional [...]
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Unified Lagrangian formulation for fluid and solid mechanics, fluid-structure interaction and coupled thermal problems using the PFEM
A. Franci, E. Oñate, J. Carbonell

Monograph CIMNE (2015). M155

Abstract
The objective of this work is the derivation and implementation of a unified Finite Element formulation for the solution of fluid and solid mechanics, Fluid-Structure Inter- action (FSI) and coupled thermal problems. The unified procedure is based on a stabilized velocity-pressure Lagrangian formulation. Each time step increment is solved using a two-step Gauss-Seidel scheme: first the linear momentum equations are solved for the velocity increments, next the continuity equation is solved for the pressure in the updated configuration. The Particle Finite Element Method (PFEM) is used for the fluid domains, while the Finite Element Method (FEM) is employed for the solid ones. As a consequence, the domain is remeshed only in the parts occupied by the fluid. Linear shape functions are used for both the velocity and the pressure fields. In order to deal with the incompressibility of the materials, the formulation has been stabilized using an updated version of the Finite Calculus (FIC) method. The procedure has been derived for quasi-incompressible Newtonian fluids. In this work, the FIC stabilization procedure has been extended also to the analysis of quasi-incompressible hypoelastic solids. Specific attention has been given to the study of free surface flow problems. In particular, the mass preservation feature of the PFEM-FIC stabilized procedure has been deeply studied with the help of several numerical examples. Furthermore, the conditioning of the problem has been analyzed in detail describing the effect of the bulk modulus on the numerical scheme. A strategy based on the use of a pseudo bulk modulus for improving the conditioning of the linear system is also presented. The unified formulation has been validated by comparing its numerical results to ex- perimental tests and other numerical solutions for fluid and solid mechanics, and FSI problems. The convergence of the scheme has been also analyzed for most of the prob- lems presented. The unified formulation has been coupled with the heat tranfer problem using a staggered scheme. A simple algorithm for simulating phase change problems is also described. The numerical solution of several FSI problems involving the temperature is given. The thermal coupled scheme has been used successfully for the solution of an industrial problem. The objective of study was to analyze the damage of a nuclear power plant pressure vessel induced by a high viscous fluid at high temperature, the corium. The numerical study of this industrial problem has been included in this work.
Abstract
The objective of this work is the derivation and implementation of a unified Finite Element formulation for the solution of fluid and solid mechanics, Fluid-Structure Inter- [...]
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Evaluation of three different approximations for the solution of the direct problem on electrical impedance tomography
J. Martins, C. Moura, R. Vargas

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (1)

Abstract
The present study compares three different solutions for the direct problem of Electrical Impedance Tomography using the finite difference method. In this technique, electrodes are positioned on the boundary of a volume to be studied, and in two of them current patterns are injected and measurements of electrical potential are made in the remaining electrodes. The numerical inversion of the data allows reconstruction of the analyzed domain. Two new approximations are proposed for the direct problem and comparisons are performed based on results available in the literature. In the study performed here, in one of the proposed approximations it was observed a significant improvement in accuracy compared to results obtained with the approximations in the literature.
Abstract
The present study compares three different solutions for the direct problem of Electrical Impedance Tomography using the finite difference method. In this technique, electrodes [...]
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A parallelizable scheme for pseudospectra computing of large matrices
B. Otero, R. Astudillo, Z. Castillo

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (1)

Abstract
The pseudospectra is a powerful tool to study the behavior of dynamic systems associated to non-normal matrices. Studies and applications have increased in the last decades, thus, its efficient computation has become of interest for the scientific community. In the large scale setting, different approaches have been proposed, some of them based on projection on Krylov subspaces. In this work we use the idea proposed by Wright and Trefethen to approximate the pseudospectra of a matrix A using a projection Hm of smaller size. Additionally, we propose a domain decomposition of the interest region into subregions which are assigned to a set of processors. Each processor calculates the minimal singular values of matrices (zI − Hm) where z = x + yi represents a point of the corresponding subregion. We conduct a numerical experimentation comparing the results with those on the literature of the topic. In all cases the proposed scheme shows a reduction in CPU time with respect to the sequential version, achieving from 41x to 101x.
Abstract
The pseudospectra is a powerful tool to study the behavior of dynamic systems associated to non-normal matrices. Studies and applications have increased in the last decades, [...]
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Assessing aerodynamic flutter instability in prismatic structures with rectangular cross sections
M. Tavares, A. Costa, F. Simões

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (1)

Abstract
This paper is dedicated to the study of the occurrence of flutter instability in slender prismatic structures of rectangular cross section. A two degree of freedom model is considered and its non dimensional formulation is derived so that a minimum number of non dimensional parameters governing the occurrence of flutter instability are put in evidence. A very good agreement has been obtained by comparing the results of the two degree of freedom model with the results available in the literature. The goal of this document is twofold: (i) to summarize the conditions for which slender structures with rectangular cross sections may get unstable by flutter under the action of steady wind conditions and (ii) to supply a broad collection of data in the form of ready-to-use tables or graphics covering a wide range of cases, that provide a basis for designers to predict the critical wind velocities at the onset of flutter instability.
Abstract
This paper is dedicated to the study of the occurrence of flutter instability in slender prismatic structures of rectangular cross section. A two degree of freedom model is [...]
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Seismic risk scenarios of the Eixample district in Valencia
A. Guardiola-Víllora, L. Basset-Salom

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (2)

Abstract
The assessment of damage scenarios and human and material losses is essential for seismic risk reduction, even in regions of low or moderate seismicity. A seismic risk evaluation is carried out in the residential district of Eixample in Valencia (Spain), a district with great historical and architectural value, with predominantly masonry buildings and where most of the modernist heritage of the city is located. Seismic vulnerability has been evaluated following the vulnerability index method [1] obtaining the seismic quality for the residential building stock taking into account the structural typology, maintenance level, age and geometry, and identifying the most vulnerable buildings. Damage probability matrices for deterministic and probabilistic scenarios have subsequently been determined considering a binomial or beta-equivalent probability distribution and, using a geographic information system, scenarios of damage, losses and costs maps have been produced for each earthquake intensity. Results confirm that vulnerability and seismic risk is significant and, therefore, a detailed study will enhance the structural earthquake performance of the buildings in the district, especially if they are protected, helping to reduce human and material losses, and safeguarding the citys heritage. On the other hand, the Special Plan against Earthquake Risk in the Valencia Region, approved in 2011, recommends the development of specific plans in several municipalities including the city of Valencia. This small study can serve as a starting point to be extended to the entire city.
Abstract
The assessment of damage scenarios and human and material losses is essential for seismic risk reduction, even in regions of low or moderate seismicity. A seismic risk evaluation [...]
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Simulation of moving loads on structures using a moving finite element mesh
M. Such, J. Jimenez-Octavio, A. Carnicero, C. Sanchez-Rebollo

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (4)

Abstract
This paper presents a methodology to analyze the dynamic behavior of structures under moving loads. A finite element moving mesh algorithm has been developed in order to integrally move a part of the mesh following a moving load. This algorithm has been validated with the analytical solution of a moving load applied on a simply supported beam.
Abstract
This paper presents a methodology to analyze the dynamic behavior of structures under moving loads. A finite element moving mesh algorithm has been developed in order to integrally [...]
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Pseudo forces and stress evaluation in hyper beam models
S. Monleón, C. Lázaro, J. Casanova, A. Domingo

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (2)

Abstract
This paper deals with the unified formulation of linear models in rod elastostatics and, specifically, with the class of models including generalized displacements that are additional to those defining rigid body motions of the cross-sections. The main feature of these models, named hyper beam models by the authors, is the coupling between static and kinematic variables in the equilibrium equations. New static variables called pseudo forces have been introduced to represent the action of the internal constraints which control the deformation of the cross-section. Using the pseudo forces, a systematic procedure to evaluate the model-consistent stress distributions on cross-sections –which is an approximation of the 3D elastic solution– has been developed. The application of the unified formulation to a problem requiring the introduction of non rigid-body-motional degrees of freedom –warped bending– shows its ability to systematically build the equations, and to assess the influence of the intervening parameters. The response-defining variables, parameters and equations, as well as the expressions of consistent stress distributions on the sections, are obtained by means of the proposed unified procedure, parting exclusively from the cross-sectional kinematics expressed in terms of the respective generalized displacements.
Abstract
This paper deals with the unified formulation of linear models in rod elastostatics and, specifically, with the class of models including generalized displacements that are [...]
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Computational wind engineering and its application in civil engineering. Aerodynamic and aeroelastic analysis
A. Awruch, A. Braun, M. Greco

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (1)

Abstract
Experimental tests in wind tunnels have been traditionally employed as a fundamental tool to evaluate aerodynamic and aeroelastic effects due to wind action on civil engineering structures, such as bridges and slender buildings. In the last decades, due to the versatility presented by numerical methods to change physical as well as geometrical parameters, numerical simulation has become a very attractive tool. Computational Fluid Dynamics (CFD), Computational Structural Dynamics (CSD) together with Fluid‐Structure Interaction (FSI) techniques are employed in aerodynamic and aeroelastic analysis in several engineering fields. Aerodynamic and aeroelastic behavior due to wind action on the Guama River Bridge, located at Pará State, Brazil, is first studied, taking into account experimental tests performed in the Wind Tunnel Joaquim Blessman of the Building Aerodynamic Laboratory, UFRGS. Numerical procedures are used to simulate experimental tests in order to determine aerodynamic and aeroelastic characteristics of the bridge, which is idealized by sectional models. Finally, an aeroelastic analysis of a flexible slender building is presented. Good results are obtained using numerical simulation, when compared with experimental tests.
Abstract
Experimental tests in wind tunnels have been traditionally employed as a fundamental tool to evaluate aerodynamic and aeroelastic effects due to wind action on civil engineering [...]
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A calculation methodology for the determination of the dynamic alongwind response of tall structures under wind action
H. Castro, M. Bortoli, R. Paz, J. Marighetti

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (4)

Abstract
The optimization of computing methods along with the advance of construction technology of civil structures, allow nowadays to design and build lighter and low stiffness and damping structures, turning them into elements of high sensitivity against wind-induced dynamic effects. The purpose of this work is to describe and to apply a simple calculation methodology that enables the determination of the longitudinal dynamic response of tall buildings in time domain. The wind velocity field is reproduced by velocity series that incorporate the coherence function which then are transformed into fluctuating nodal forces using the quasi-static loading model. Furthermore, to include the effect of imperfect averaging associated with the discretized nodes, the aerodynamic admittance function is added. Through the proposed methodology two structures widely studied by other authors are analyzed: a steel tower and the CAARC Standard Tall Building. The results thus obtained show agreement with those reported in the literature.
Abstract
The optimization of computing methods along with the advance of construction technology of civil structures, allow nowadays to design and build lighter and low stiffness and [...]
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Simplified model for the study of the asymmetric rocking motion of slender rigid bodies
F. Peña

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (1)

Abstract
This paper deals with the numerical modelling of rigid blocks by means of a rigid body spring model (RBSM). The hypothesis of small rotations has been considered in order to simplify the mathematical formulation. The asymmetric rocking motion is described. Extensive numerical simulations have been carried out in order to validate the numerical model, as well as to study the dynamical behaviour of asymmetric rigid bodies. The maximum response depends on the type of asymmetry and the direction of the load, which should become new variables in the study of asymmetric rocking motion.
Abstract
This paper deals with the numerical modelling of rigid blocks by means of a rigid body spring model (RBSM). The hypothesis of small rotations has been considered in order [...]
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Hemodynamic on abdominal aortic aneurysm: Parametric study
E. Soudah, G. Vilalta, M. Bordone, F. Nieto, J. Vilalta, C. Vaquero

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (2)

Abstract
The aim of this study is to assess how the shape of the abdominal aortic aneurysms (AAA) affects the hemodynamic wall stresses. With this purpose, different AAAs are studied through simplified models based on geometrical parameters of the aneurism such as its maximum and minimum diameter, length and asymmetry. Then, a computational fluid dynamics analysis is performed on the simplified models in order to compute pressure and wall shear stresses on the aneurysm sac. The results obtained show that blood pressure is the main dynamic load acting on the artery wall, and that the morphology of the aneurysm could be a good indicator of risk of failure. Furthermore, the computational results are compared with patient-specific real models with the objective to assess the reliability of the proposed simplified approach.
Abstract
The aim of this study is to assess how the shape of the abdominal aortic aneurysms (AAA) affects the hemodynamic wall stresses. With this purpose, different AAAs are studied [...]
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Development of a decision support system for optimization of the performance of sailing yachts
J. García-Espinosa, I. Ortigosa, A. Fernández

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (3)

Abstract
In this paper, the conception and design of a new monitoring system for a racing yachts rig is presented. The sensors developed are able to process the measured strain data, by applying artificial neural networks (ANN) algorithms, and then evaluate the load acting on an element and identify the direction of the action of that force. This way, it is possible to identify the actual operating conditions of the yacht rig. The required data for ANN training is generated from the results obtained from different finite element method (FEM) computational models of the device. Furthermore, during the design phase of the system, different experimental campaigns were carried out. The experimental tests were designed to serve as proof of concept, as well as to validate the different procedures used in the system development and application. The developed monitoring system is wireless, low-intrusive and easily adaptable to any yacht configuration. This work also presents the integration of the monitoring system into a coupled fluid-structure computation model for the sails and rig of a boat. The resulting system is an efficient tool for evaluating performance and decision support in the adjustment of a sailboat rig.
Abstract
In this paper, the conception and design of a new monitoring system for a racing yachts rig is presented. The sensors developed are able to process the measured strain data, [...]
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Design of a movil manipulator with optimum mechanical energy using differential evolution
D. De-la-Cruz-Muciño, M. Villarreal-Cervantes, E. Portilla-Flores

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (4)

Abstract
In this work, the design of kinematic and dynamic parameters of links of a mobile manipulator is stated as a numerical optimization problem (NOP). The NOP aims to minimize the mechanical energy of the system in critical positions given by the vertices of a workspace and consequently reduce the energy consumption of the control system during its operation in the workspace. An exhaustive exploitation mechanism is included in the traditional differential evolution algorithm to improve the search into a neighborhood in the design space. Simulation results show the performance of the algorithm. The resulting design shows less energy consumption than other three designs.
Abstract
In this work, the design of kinematic and dynamic parameters of links of a mobile manipulator is stated as a numerical optimization problem (NOP). The NOP aims to minimize [...]
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Numerical analysis of the vibrational behavior of the moving assembly of a dynamic loudspeaker
E. Segovia, J. Carbajo, A. Espí, J. Ramis

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (3)

Abstract
This paper describes the process undertaken to analyze numerically the vibrational behavior of the moving assembly of a dynamic loudspeaker with double bottom suspension and in the absence of the above one using the finite element method (FEM). The study focuses on the low frequency range. Model calibration was performed based on experimental measurements of the resonance frequency and diaphragm displacement. The importance of the participation factors associated to the excitation force and the changes produced in these when unbalanced forces are introduced are emphasized. The analysis also provides data to decide on the distance between suspensions, their optimal number of folds and the placement of the lead wires, parameters of great interest on the design of this type of loudspeakers.
Abstract
This paper describes the process undertaken to analyze numerically the vibrational behavior of the moving assembly of a dynamic loudspeaker with double bottom suspension and [...]
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Modeling of the free border singularity in 3D cracks using XFEM and spherical harmonics
V. González-Albuixech, E. Giner, J. Tarancón

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (1)

Abstract
One type of singularity that may appear in a three-dimensional fracture problem under elastic behavior is the free corner singularity, which occurs at the intersection of the crack with a free boundary and whose effect is usually ignored. The extended finite element method (XFEM) is a technique that allows the efficient numerical modeling of fracture problems, by using enrichment functions within a finite element model that incorporate the geometry and effect of the crack. However, when applied to the study of a problem with corner singularity, the singular behavior is not properly captured. The reason is that the usual enrichment in the XFEM only describes the typical crack front singularity. Hence, in order to include the effect of the free border singularity, the enrichment has to be modified. In this work, we present a new set of functions which relies on spherical harmonics and is able to capture the behavior of the free border singularity.
Abstract
One type of singularity that may appear in a three-dimensional fracture problem under elastic behavior is the free corner singularity, which occurs at the intersection of [...]
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Changes in wave propagation in a guitar top plate due to the fan bracing and the bridge
J. Torres, D. Torres-Torres

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (4)

Abstract
Wave propagation on a guitar top plate was explored using transient analysis. The goal of using time domain, instead of frequency domain as it is commonly reported, was to achieve a more simple approach about the influence of the fan bracing and the bridge. For this purpose, the elastic properties of a real top plate were measured through simple experiments, in order to build the respective finite element model. The model exhibited good agreement with experimental behaviors of the literature. In the same top plate, the propagation of two kinds of waves was simulated; one analysis was done using one wave of high harmonic content, and another applying a wave with low harmonic content. Results showed, to naked eye, that the velocity of propagation over the top plate clearly changed due to their interactions with the attached structures. Such change was particularly noticeable for waves of short wavelength, in other words, for high frequencies. Then, it is evident that for guitars, designs of fan bracing and bridge are crucial, mainly, in treble sounds radiated by the instruments.
Abstract
Wave propagation on a guitar top plate was explored using transient analysis. The goal of using time domain, instead of frequency domain as it is commonly reported, was to [...]
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Study of the optical behavior of skins using Monte Carlo techniques
J. Campoy, R. Alcarria, A. González-Marcos

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (3)

Abstract
In both biomedical optics and biophotonics, one of the main challengers is the simulation of light spread in biological tissues. The approximation which is most used is Monte Carlos method; it is a standard because of its flexibility and its reliability modeling heterogeneous tissues. This paper shows how to analyse the optical behaviour of the skin, and how some of the deductions drawn from this analysis can add information for the diagnosis and treatment of skins. The optic qualities of healthy skins from different races have been applied; and as a possible alteration in the skin, basalioma presence has been studied. The results provide us with a method to distinguish between “healthy” and “ill” skin, which could make the procedure to identify cancer skins easier. From the study of the different healthy skins an example of immediate application also appears which benefits from the knowledge acquired from the values obtained (photodepilation). In this work the most valued results of the simulation programs based in Monte Carlos technics are presented, which allow studying the skins behaviour facing an optical radiation; the approximation to the light trajectory interacting with the tissues is obtained from the optic qualities known before. First of all, a general approach to the theme is carried out, identifying the main problems that appear in this kind of studies and a commercial programme is used.
Abstract
In both biomedical optics and biophotonics, one of the main challengers is the simulation of light spread in biological tissues. The approximation which is most used is Monte [...]
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An efficient simulation of structures under impulsive loadings and an expedited application
A. Motta, N. Ebecken

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (1)

Abstract
The class of physical problems of metal structures subject to rapid, large amplitude loads, such as occurs when they are submitted to an explosion blast, involves large deformations and inelastic action. Current state of art in explicit dynamic Finite Element Analysis codes require time steps limited by stability requirements rather than by accuracy. For very high rate processes, accuracy would require a very small time step so that the stability limit does not penalize. Acceptable accuracy may not require such small steps if implicit methods are considered. The implicit methods used in quasi‐static analysis, however, require the solution of large systems of equations, and several such systems must be solved at each time step to satisfy the dynamic equilibrium when using Newton iteration. The direct matrix solvers that are used incur in computational costs that grow as n m2, where n is number of degrees‐of‐freedom and m is the band of the front width, thus resulting in prohibitive costs for very large problems. In this work, the use of higher order, implicit time integration and matrix‐free solution of the system of equations is explored. Computational efficiency of explicit codes is combined with the inherent stability of implicit methods. The model developed is applied in the simulation of a complex structure, with elevated computational cost, showing its validity.
Abstract
The class of physical problems of metal structures subject to rapid, large amplitude loads, such as occurs when they are submitted to an explosion blast, involves large deformations [...]
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Nonlinear dynamical model for the assessment of the seismic behaviour of ferrocement houses
D. Bedoya-Ruiz, G. Ortiz, D. Álvarez, J. Hurtado

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (3)

Abstract
This article evaluates the cyclic behaviour of a prototype of a precast ferrocement house, which is assembled using precast thin walls, in order to identify its structural parameters and propose a nonlinear dynamical model which is able to simulate the behaviour of those houses when subjected to seismic loading. For this purpose, a full-scale precast ferrocement house was tested under cyclic loading conditions. From the experimental results, the hysteretic behaviour, the elastic stiffness, the shear resistance, the maximum strength, the ductility, the energy dissipation, the equivalent damping and its coefficient of energy dissipation were assessed; those parameters are needed in order to evaluate the dynamic behaviour of ferrocement dwellings when subjected to earthquakes. At the end, the Bouc-Wen-Baber-Noori (BWBN) model of hysteresis was implemented. The model allowed performing the seismic evaluation of the precast ferrocement house under seismic activity.
Abstract
This article evaluates the cyclic behaviour of a prototype of a precast ferrocement house, which is assembled using precast thin walls, in order to identify its structural [...]
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Derivation of nodular cast iron elastic properties via computational micromechanics
F. Rodríguez, P. Dardati, L. Godoy, D. Celentano

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (2)

Abstract
Nodular cast iron is a Fe-C-Si metallic alloy whose microstructure consists of a matrix, composed in general of ferrite and pearlite, with graphite nodules embedded in it. Owing to its microscopical heterogeneity, the material response is governed by the properties, morphology and typology of the phases involved. This work reports on the evaluation of the elastic properties, i.e., Youngs modulus and Poissons ratio, of an equivalent homogeneous material that characterizes the macroscopic response of a nodular cast iron. Asymptotic homogenization is used to this end. This approach is applied to both 3D and 2D multiparticle cells simulated via the finite element method. Two different physically and geometrically-based criteria are considered to estimate the representative volume element (RVE), where the size of the RVE is found to be sensitive to the chosen criterion. The main microstructural features are obtained from a computational simulation of the solidification process of the material. The numerical predictions computed for the 3D and 2D cases are compared and discussed in terms of the resulting elastic properties. It is observed that the models employing 3D multiparticle cells require lower RVE sizes than the corresponding 2D models, where the latter present a stiffer elastic response.
Abstract
Nodular cast iron is a Fe-C-Si metallic alloy whose microstructure consists of a matrix, composed in general of ferrite and pearlite, with graphite nodules embedded in it. [...]
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Obtaining foot bone structure applying global and adaptive thresholding
D. Ortega, G. Gutiérrez, A. Iznaga, T. Rodríguez, M. Beule, B. Verhegghe

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (2)

Abstract
The description of the mechanical behavior of hard tissues by means of discrete models goes through various stages of analysis, which range from digital image processing to the specification of tissues physical properties to the discrete model. To achieve good results it is essential to decompose these models into their constituent parts. In this paper we discuss a method for geometrical description of foot bones from a sequence of computed tomography (CT) images. This research proposes a combination between global and adaptive thresholdings to determine the geometric domain of bones in each slice and the analysis of the spatial relationships between contours in consecutive planes in order to obtain bones’ isosurfaces. The algorithm proposed is based on 4 stages: the reading of computed tomography (CT) images; the determination of the contours that define the bone tissue present on each slice; the grouping of contours whose relationship meet a given criteria; the elimination of non-valid volumes. As a result, it is possible to obtain the geometrical domain of a great number of foot bones whose range in the Hounsfield is [–1000; 1383].
Abstract
The description of the mechanical behavior of hard tissues by means of discrete models goes through various stages of analysis, which range from digital image processing to [...]
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Design of slender steel structures sensitive to buckling. Geometric imperfection definition
A. Agüero, J. Atienza

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (1)

Abstract
The purpose of this paper is to present a proposal for the design of steel structures sensitive to buckling to fill the gaps in the current Standard EN 1993-1-1, providing guidelines to obtain the magnitude of the imperfection generalizing the procedure given in clause 5.3.2(11) of EN 1993-1-1 for steel structures sensitive to flexural buckling under compression. According to the standard there are still uncertainties about how to obtain the imperfection when the structures are sensitive to torsional or flexural-torsional buckling due to either compression or bending. In this paper a general procedure to obtain the imperfection is provided and it can be proved that the recommendation given in EN 1993-1-1 is a particular case.
Abstract
The purpose of this paper is to present a proposal for the design of steel structures sensitive to buckling to fill the gaps in the current Standard EN 1993-1-1, providing [...]
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A proper generalized decomposition approach for high-order problems
C. Quesada, G. Xu, D. González, I. Alfaro, A. Leygue, M. Visonneau, E. Cueto, F. Chinesta

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (3)

Abstract
In this paper two different approximations for the solution of high-order problems by proper generalized decompositions (PGD) are developed. The first one is based upon the use of collocation techniques, along with Chebyshev polynomials, while the second employs Hermite polynomials in a Galerkin framework. Both approaches having pros and cons, they are studied with the help of some classical benchmark tests.
Abstract
In this paper two different approximations for the solution of high-order problems by proper generalized decompositions (PGD) are developed. The first one is based upon the [...]
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New thermal compensation algorithm for piezoresistive pressure sensors based on the linear approximation by segments
A. Hernández, L. Farah, J. Ramírez, E. Charry

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (4)

Abstract
The piezoresistive pressure sensors are widely used in monitoring and control applications within the industrial sector. These sensors have problems of temperature dependence, and non-linearities that affect the measurement accuracy. For this reason, it is necessary to use signal conditioning circuits for to obtain high accuracy outputs. One of the most common techniques currently used to conditioning the signals from the sensors is based on the use of digital signal processors and compensation algorithms. This paper proposes a new calibration and compensation algorithm for piezoresistive pressure sensors based on the linear segment approximation with thermal compensation. The algorithm was simulated using the mathematical software MathCAD and using data from a piezoresistive pressure dummy sensor. The algorithm has been validated experimentally implementing it into two digital signal processors using vented piezoresistives pressure sensors of 10 bar in the range of temperatures from 0 °C to 80 °C. The result was that the maximum error in the sensor output due to the temperature dependence of the offset was 0,081% of full scale output. The maximum error obtained at the output caused by the temperature dependence of the sensitivity was 0,106% of full scale output. The effectiveness of the algorithm is demonstrated in the thermal compensation of piezoresistive pressure sensors. This algorithm can be applied to other types of sensors having thermal dependencies and incorporating a microprocessor or digital signal processor.
Abstract
The piezoresistive pressure sensors are widely used in monitoring and control applications within the industrial sector. These sensors have problems of temperature dependence, [...]
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Control parameter for polygonal simplification applied to medical images
D. Ortega, G. Gutiérrez, A. Iznaga, T. Rodríguez, M. Beule, B. Verhegghe

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (1)

Abstract
The description of mechanical behavior of hard tissues by means of discrete models goes through various stages of analysis, which range from digital image processing and the specification of physical properties of tissue to the discrete model. Nowadays, technologies for acquiring medical images allow obtaining high resolution images. Obtaining the geometrical domain of these images requires high levels of hardware to process and store them, and polygonal simplification, with a defined minimum error, is one of the ways to compress the geometrical domain. Polygonal simplification is important in order to have the necessary and sufficient information to reconstruct surfaces and volumes that geometrically describe tissues and organs of the human body for their analysis by means of finite elements. In this paper an experimental control parameter is defined for polygon simplification. Experimental results proved that is possible to obtain a tridimensional model with an average volume variation of 87.49%, using only 36.3% of initial data, with a maximum error of 1.0% between initial and final polygon areas. All this process takes less processing time.
Abstract
The description of mechanical behavior of hard tissues by means of discrete models goes through various stages of analysis, which range from digital image processing and the [...]
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An implicit implementation of the Arruda-Boyce viscoplastic model
I. Tomaš, A. Cisilino, P. Frontini

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (3)

Abstract
The Arruda-Boyce viscoplastic model has been the cornerstone for the development of sophisticated constitutive models for polymers and soft tissues. A simple implicit finite element implementation for the Arruda-Boyce viscoplastic model, which is coded as user material routine in ABAQUS-Standard, is presented in this work. The implementation uses the Backard-Euler method and standard stress-update procedures in the relaxed configuration; it has no iterative procedures; it completely avoids the use of eigen-decompositions, polar decompositions and rotation matrices while square roots, exponentials and natural logarithms of second order tensors are computed using high-order Padé approximants. The tangent-stiffness matrix is computed using a finite difference scheme. As a result, the stress-update algorithm turns out to be very simple to code and to implement, but still very accurate and quite efficient in computational terms. The precision, stability and efficiency of the proposed formulation are assessed and demonstrated by means of a number of examples. As a result, a number of recommendations are given to best set the size of the inelastic strain increment and the residuals for the Newton-Raphson procedures; and to select the most effective algorithms for the evaluation of the tangent stiffness matrix and to solve the system of equations.
Abstract
The Arruda-Boyce viscoplastic model has been the cornerstone for the development of sophisticated constitutive models for polymers and soft tissues. A simple implicit finite [...]
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Foam injection as a mechanism of mobility control in reservoir rocks
O. Romero, R. Fejoli

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (4)

Abstract
One of the most important tasks in Petroleum Engineering is a reservoir characterization. A good knowledge of the properties of the reservoirs is essential for reliable production forecasts and the application of special methods of secondary recovery. A very useful tool for this purpose is the numerical simulation of oil reservoirs, which through the application of numerical methods allows for the solution of complex differential equations by nature. This paper deals with the computational modeling of foam injection in oil reservoirs using the Eclipse® software. The main objective of this research is to understand what the parameters that maximize the increase of the oil recovery factor retained in the pore space after using conventional methods are. Foam is injected from the surface into a reservoir of 8.400 feet deep containing oil viscosity which is dependent on the pressure, this oil is conducted to the surface through a production well. Both wells are completed over the entire thickness of the formation of interest. Equations that express the detailed model and the foam are discretized together with the governing equations of the fluid flow. Comparisons at different foam concentration are shown for light, intermediate and heavy oils. Results show that there is a direct correlation between the concentration of the displacing fluid foam and the oil recovery factor. Note also that a critical concentration c* foam is evidenced with direct influence on the efficiency of the process.
Abstract
One of the most important tasks in Petroleum Engineering is a reservoir characterization. A good knowledge of the properties of the reservoirs is essential for reliable production [...]
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Implementation of a moving finite element mesh within the catenary-pantograph dynamic interaction
J. Jimenez-Octavio, M. Such, A. Carnicero, C. Sanchez-Rebollo

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (4)

Abstract
This paper presents a technological application of a general methodology to analyze cable structures under moving loads, particularly on the catenary-pantograph dynamic interaction. This work firstly describes the modeling of a finite element moving mesh which integrally moves over the contact wire following the pantograph along the whole catenary, prior focusing on its comparison against the classical finite element mesh. The case study corresponds to the standard EN-50318 one, whose results fulfill the ranges proposed by this validation rule. The main advantage of the moving mesh method is presented in the falling of computational costs about 4 times lower than the classic model with similar precision.
Abstract
This paper presents a technological application of a general methodology to analyze cable structures under moving loads, particularly on the catenary-pantograph dynamic interaction. [...]
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Non-linear sloshing effect on storage tanks subjected to high earthquake ground motion
H. Hernández, A. Hernández, G. Valdés

Rev. int. métodos numér. cálc. diseño ing. (2015). Vol. 31, (3)

Abstract
A numerical method is proposed for the seismic response analysis of rectangular and cylindrical tanks accounting for non-linear hydrodynamic effects. The equations of motion are mapped from the physical to the computational domain by means of a change of variable. The numerical solution is then obtained by means of finite differences. The system of second order equations obtained from the finite difference discretization are linearized using the Newton method and solved numerically by means of the biconjugate gradient method. The numerical formulation was applied to study the response of tanks subjected to ground motion records from the Mexico earthquake of 19 September 1985, obtained in Mexico City. Response results are given in terms of wave height on the liquid surface, and shear force and overturning moment at the base wall, and are compared with those obtained for the linear solution.
Abstract
A numerical method is proposed for the seismic response analysis of rectangular and cylindrical tanks accounting for non-linear hydrodynamic effects. The equations of motion [...]
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