JOURNALS

Documents published in Scipedia

• Diseño óptimo de vasijas de presión usando el método de los elementos finitos y un optimizador no lineal

  J. Middleton, E. Oñate

  ETSIIT (1977). Vol. 11, pp. 309-325

  
  

  Abstract

  Se presenta un esquema de diseño para vasijas de presión metálicas de manera que se minimice la tensión tangencial en la vasija . La geometría final se establece mediante un procedimiento iterativo que optimiza un modelo matemático que expresa la  variación de la tensión tangencial en la vasija. Los parámetros del modelo se calculan para cada interacción a partir de los valores de las tensiones tangenciales en la vasija, determinados por el método de los elementos finitos.

  Abstract
  Se presenta un esquema de diseño para vasijas de presión metálicas de manera que se minimice la tensión tangencial en la vasija . La geometría [...]

  • 0
  •  read

• Efficient aeroelastic analysis of inflatable structures using enhanced potential flow aerodynamics

  E. Ortega, R. Flores, E. Cuartero, E. Oñate

  Journal of Fluids and Structures (2019). Vol. 90, pp. 230-245

  
  

  Abstract

  An efficient method for the aeroelastic analysis of wind effects on inflatable structures is presented. The solution scheme is staggered and uses an explicit finite-element structural solver and potential flow aerodynamics. In order to take into account the essential features of the flow around blunt-shaped structures, a physics-based correction of the inviscid solution is proposed. The procedure involves automatic prediction of the detached flow areas (using Stratford’s criterion) and an empirical modification of the calculated pressure field intended to match the real viscous behavior. Several validation benchmarks and a realistic application example are presented. The results show the capability of the model to predict the wind loads on the structure with sufficient accuracy and low computational cost, making it possible to use aeroelastic analysis for routine calculation of inflatable structures.

  Abstract
  An efficient method for the aeroelastic analysis of wind effects on inflatable structures is presented. The solution scheme is staggered and uses an explicit finite-element [...]

  • 0
  •  read

• Cimne & Complas 30 Years - 1987 - 2017

  E. Oñate

  Videos of Plenary Lectures presented at the XIV International Conference on Computational Plasticity (COMPLAS 2017).

  
  

  • 0
  •  read

• Posibilidades de los ordenadores personales en el cálculo de estructuras por el método de los elementos finitos

  E. Oñate, Á. Gaona, J. Oliver, B. Suarez

  Revista de Obras Públicas (1983). Vol. 130 (3212), pp. 231-248

  
  

  • 2
  •  read

• El laboratorio de ensayo de estructuras en modelo reducido de la Escuela de Ingenieros de Caminos de Barcelona

  J. Oliver, B. Suárez, E. Blanco, E. Oñate

  Acero y Hormigón (1982). Vol. 145, pp. 65-78

  
  

  • 1
  •  read

• PFEM–DEM for particle-laden flows with free surface

  A. Franci, I. de-Pouplana, G. Casas, M. Celigueta, J. González-Usúa, E. Oñate

  Comp. Part. Mech (2019). pp. 1-20

  
  

  Abstract

  This work proposes a fully Lagrangian formulation for the numerical modeling of free-surface particle-laden flows. The fluid phase is solved using the particle finite element method (PFEM), while the solid particles embedded in the fluid are modeled with the discrete element method (DEM). The coupling between the implicit PFEM and the explicit DEM is performed through a sub-stepping staggered scheme. This work only considers suspended spherical particles that are assumed not to affect the fluid motion. Several tests are presented to validate the formulation. The PFEM–DEM results show very good agreement with analytical solutions, laboratory tests and numerical results from alternative numerical methods.

  Abstract
  This work proposes a fully Lagrangian formulation for the numerical modeling of free-surface particle-laden flows. The fluid phase is solved using the particle finite element [...]

  • 2
  •  read

• A bonded discrete element method for modeling ship–ice interactions in broken and unbroken sea ice fields

  O. Jou Devesa, M. Celigueta, S. Latorre, F. Arrufat, E. Oñate

  Computational Particle Mechanics (2019). Vol. 6 (4), pp 739–765

  
  

  Abstract

  This work investigates the failure patterns of ice cakes and floe-icewhen loaded by amoving and sloping structure (ice-breaking ships and cones). In the paper, we introduce the most frequently encountered ice infested scenarios, the main characteristics of ice-breaking ships and the predicted failure modes of floe-ice depending on the loading conditions, the structure type and the ice feature dimensions and thickness. For the simulations, a local bonded discrete element method (DEM) is used to model sea ice and its fractures. The packing of bonded spherical particles which reproduce the ice continuum can break due to ship–ice interactions and the failure modes are studied. A set of validation simulations are first carried out. A level ice sheet breaking against an installed ice-breaking cone with different slope angles is studied, and the results are compared with other DEM simulations. Then, a group of bonded DEM simulations are performed to predict the different failure modes produced when an ice-breaking ship bow contacts with ice cakes and floe-ice of different dimensions and thickness, typical in broken ice fields. Finally, the study of breaking a continuous level ice sheet is carried out by modeling with the bonded DEM an “infinite” large domain of sea ice and loaded by a single-degree-of-freedom model of an ice-breaking ship.

  Abstract
  This work investigates the failure patterns of ice cakes and floe-icewhen loaded by amoving and sloping structure (ice-breaking ships and cones). In the paper, we introduce [...]

  • 4
  •  read

• Shockwaves in spillways with the particle finite element method

  F. Salazar, J. San-Mauro, M. Celigueta, E. Oñate

  Comp. Part. Mech. (2019).

  
  

  Abstract

  Changes in direction and cross section in supercritical hydraulic channels generate shockwaves which result in an increase in flow depth with regard to that for uniform regime. These disturbances are propagated downstream and need to be considered in the design of the chute walls. In dam spillways, where flow rates are often high, this phenomenon can have significant implications for the cost and complexity of the solution. It has been traditionally analysed by means of reduced-scale experimental tests, as it has a clear three-dimensional character and therefore cannot be approached with two-dimensional numerical models. In this work, the ability of the particle finite element method (PFEM) to reproduce this phenomenon is analysed. PFEM has been successfully applied in previous works to problems involving high irregularities in free surface. First, simple test cases available in the technical bibliography were selected to be reproduced with PFEM. Subsequently, the method was applied in two spillways of real dams. The results show that PFEM is capable of capturing the shockwave fronts generated both in the contractions and in the expansions that occur behind the spillway piers. This suggests that the method may be useful as a complement to laboratory test campaigns for the design and hydraulic analysis of dam spillways with complex geometries.

  Abstract
  Changes in direction and cross section in supercritical hydraulic channels generate shockwaves which result in an increase in flow depth with regard to that for uniform regime. [...]

  • 1
  •  read

• An investigation on thermal performance of wollastonite and bentonite reinforced intumescent fire-retardant coating for steel structures

  F. Ahmad, S. Ullah, N. Merican, E. Oñate, A. Al-Sehemi, G. Yeoh

  Construction and Building Material (2019). Vol. 228, 116734

  
  

  Abstract

  This research emphases on the synthesis of new formulations of intumescent coating with improved thermal performance for steel structures. The coating formulations were based on the expandable graphite reinforced with wollastonite and bentonite. Ten samples of five formulations were synthesized by varying grinding time duration between 1 and 2 min. To analyse the substrate temperature of coated steel, fire test was performed according to ASTM-E119. The char morphology was observed by Field Emission Scanning Electron (FESEM) and Transmission Electron Microscopy (TEM). FTIR and X-ray Diffraction (XRD) test is conducted to analyse the composition of the residual char. The residual char mass was perceived by Thermogravimetric analysis (TGA) of the coating. X-ray Photo Electron Spectroscopy (XPS) was utilized for binding energy and elemental composition of the char. One-hour fire protection test showed 166 _C, the lowest substrate temperature of IFRC5-2 and 40.46% residual mass was obtained by TGA analysis. XRD analysis showed that residual char has aluminum borate and borophosphate and confirmed by functional group analysis using and FTIR. FESEM and TEM illustrated that char relates to hexagonal particles of wollastonite. XPS analysis of IFRC5-2 showed the carbon and oxygen contents were 41.40% and 51.20%. Pyrolysis-Gas Chromatography–Mass Spectrometry (Pyrolysis GC–MS) results showed IFRC-5 produced less concentration of the gaseous products compared to IFRC-C. The formulations developed by grinding solid ingredients for 2 min showed improved thermal performance compared with the formulation produced by grinding solid ingredients for 1 min. Longer grinding time and higher amount of filler improved the thermal properties of the intumescent coating.

  Abstract
  This research emphases on the synthesis of new formulations of intumescent coating with improved thermal performance for steel structures. The coating formulations were based [...]

  • 3
  •  read

• Full-scale numerical calculation of ballasted tracks with the Discrete Element Method

  J. Irazábal, F. Salazar, E. Oñate, J. Irazábal González

  J. Irazábal's Conference proceedings (2019). 1

  
  

  Abstract

  Rail transport, both for people and goods, is becoming increasingly significant all over the world, which is reflected in the great growth of conventional and high-speed train lines. Most of these infrastructures are built with railway ballast, a granular material whose main functions are to resist vertical and horizontal loads and to face climatic actions. The growing popularity of these infrastructures has led to the development of numerical models to evaluate their performance. Among a wide range of numerical methods, the Discrete Element Method (DEM) was found to be effective for evaluating the performance of granular materials. This approach considers their discontinuous nature and has proven to be a useful tool to determine the dynamic behaviour of groups of particles. Moreover, the DEM is also used to compute the behaviour of continuum materials. In this work, rails and bearing plates are characterised in the calculations using this methodology, called the bonded DEM. It is a modification of the classical DEM which assumes that bonds exist between particles, resisting their separation. The code used is developed within DEMPack, a specific software tool for modelling physical problems using the DEM. Currently, DEMPack allows the use of two different types of geometry: spheres with rolling friction and clusters of spheres. A previous analysis showed that spheres are more effective for studying the macroscopic behaviour of the ballast layer, while clusters are necessary for small-scale tests involving highly compacted particles since their results are greatly influenced by particles and contacts distribution. After calibrating the code, full-scale tests were performed applying the load of a high-speed train on a railway track section in different situations. Considering the amount of material (about 260,000 particles) and that the aim is to evaluate the deflection of the rails, the calculations are carried out using spheres. The numerical results correctly capture the effect on the deflection of the rails. It can be concluded that the DEM increases the possibilities for analysing innovative solutions since real case-scenarios can be studied with enough accuracy and feasible time.

  Abstract
  Rail transport, both for people and goods, is becoming increasingly significant all over the world, which is reflected in the great growth of conventional and high-speed train [...]

  • 8
  •  read

Articles (Documents not available in Scipedia)

• Comparative study of different discrete element models and evaluation of equivalent micromechanical parameters

  J Rojek, C Labra, O Su, E Oñate

  International Journal of Solids and Structures 49 (13), 1497-1517, 2012

• A monolithic Lagrangian approach for fluid–structure interaction problems

  PB Ryzhakov, R Rossi, SR Idelsohn, E Oñate

  Computational mechanics 46 (6), 883-899, 2010

• High‐density sphere packing for discrete element method simulations

  C Labra, E Onate

  Communications in Numerical Methods in Engineering 25 (7), 837-849

• Multi-fluid flows with the particle finite element method

  S Idelsohn, M Mier-Torrecilla, E Oñate

  Computer methods in applied mechanics and engineering 198 (33), 2750-2767, 2009

• Fluid–structure interaction problems with strong added‐mass effect

  SR Idelsohn, F Del Pin, R Rossi, E Oñate

  International journal for numerical methods in engineering 80 (10), 1261-1294, 2009

• Modeling of ground excavation with the particle finite-element method

  JM Carbonell, E Oñate, B Suárez

  Journal of engineering mechanics 136 (4), 455-463, 2009

• Interaction between an elastic structure and free-surface flows: experimental versus numerical comparisons using the PFEM

  SR Idelsohn, J Marti, A Souto-Iglesias, E Onate

  Computational Mechanics 43 (1), 125-132, 2008

• Composite materials non-linear modelling for long fibre-reinforced laminates: Continuum basis, computational aspects and validations

  F Rastellini, S Oller, O Salomón, E Oñate

  Computers & Structures 86 (9), 879-896, 2008

• Validation of the particle finite element method (PFEM) for simulation of free surface flows

  A Larese, R Rossi, E Oñate, SR Idelsohn

  Engineering Computations 25 (4), 385-425, 2008

• Unified Lagrangian formulation for elastic solids and incompressible fluids: application to fluid–structure interaction problems via the PFEM

  SR Idelsohn, J Marti, A Limache, E Oñate

  Computer Methods in Applied Mechanics and Engineering 197 (19), 1762-1776, 2008

• Advances in the particle finite element method for the analysis of fluid–multibody interaction and bed erosion in free surface flows

  E Onate, SR Idelsohn, MA Celigueta, R Rossi

  Computer Methods in Applied Mechanics and Engineering 197 (19), 1777-1800, 2008

• Multiscale analysis using a coupled discrete/finite element model

  J Rojek, E Oñate

  Interaction and Multiscale Mechanics 1 (1), 1-31, 2007

• An improved finite point method for tridimensional potential flows

  E Ortega, E Oñate, S Idelsohn

  Computational Mechanics 40 (6), 949-963, 2007

• A rotation‐free shell triangle for the analysis of kinked and branching shells

  FG Flores, E Onate

  International Journal for Numerical Methods in Engineering 69 (7), 1521-1551, 2007

• Simulation of flows with violent free surface motion and moving objects using unstructured grids

  R Löhner, C Yang, E Oñate

  International Journal for Numerical Methods in Fluids 53 (8), 1315-1338, 2007

• The ALE/Lagrangian particle finite element method: a new approach to computation of free-surface flows and fluid–object interactions

  F Del Pin, S Idelsohn, E Oñate, R Aubry

  Computers & Fluids 36 (1), 27-38, 2007

• Modeling bed erosion in free surface flows by the particle finite element method

  E Oñate, MA Celigueta, SR Idelsohn

  Acta Geotechnica 1 (4), 237-252, 2006

• FIC/FEM formulation with matrix stabilizing terms for incompressible flows at low and high Reynolds numbers

  E Oñate, A Valls, J García

  Computational Mechanics 38 (4-5), 440-455, 2006

• Finite calculus formulations for finite element analysis of incompressible flows. Eulerian, ALE and Lagrangian approaches

  E Oñate, J García, SR Idelsohn, F Del Pin

  Computer methods in applied mechanics and engineering 195 (23), 3001-3037, 2006

• To mesh or not to mesh. That is the question…

  SR Idelsohn, E Onate

  Computer methods in applied mechanics and engineering 195 (37), 4681-4696, 2006

• On the simulation of flows with violent free surface motion

  R Löhner, C Yang, E Oñate

  Computer Methods in Applied Mechanics and Engineering 195 (41), 5597-5620, 2006

• Fluid–structure interaction using the particle finite element method

  SR Idelsohn, E Onate, F Del Pin, N Calvo

  Computer Methods in Applied Mechanics and Engineering 195 (17), 2100-2123, 2006

• Simple modifications for stabilization of the finite point method

  B Boroomand, AA Tabatabaei, E Onate

  International Journal for Numerical Methods in Engineering 63 (3), 351-379, 2005

• A continuum mechanics model for mechanical fatigue analysis

  S Oller, O Salomón, E Oñate

  Computational Materials Science 32 (2), 175-195, 2005

• Simulation of light‐weight membrane structures by wrinkling model

  R Rossi, M Lazzari, R Vitaliani, E Oñate

  International Journal for Numerical Methods in Engineering 62 (15), 2127-2153, 2005

• Improvements in the membrane behaviour of the three node rotation-free BST shell triangle using an assumed strain approach

  FG Flores, E Onate

  Computer Methods in Applied Mechanics and Engineering 194 (6), 907-932, 2005

• Particle finite element method in fluid-mechanics including thermal convection-diffusion

  R Aubry, SR Idelsohn, E Oñate

  Computers & structures 83 (17), 1459-1475, 2005

• Advances in the formulation of the rotation-free basic shell triangle

  E Oñate, FG Flores

  Computer methods in applied mechanics and engineering 194 (21), 2406-2443, 2005

• A general advancing front technique for filling space with arbitrary objects

  R Löhner, E Oñate

  International journal for numerical methods in engineering 61 (12), 1977-1991, 2004

• Finite calculus formulation for incompressible solids using linear triangles and tetrahedra

  E Oñate, J Rojek, RL Taylor, OC Zienkiewicz

  International Journal for Numerical Methods in Engineering 59 (11), 1473-1500, 2004

• Possibilities of finite calculus in computational mechanics

  E Oñate

  International journal for numerical methods in engineering 60 (1), 255-281, 2004

• Combination of discrete element and finite element methods for dynamic analysis of geomechanics problems

  E Onate, J Rojek

  Computer methods in applied mechanics and engineering 193 (27), 3087-3128, 2004

• The particle finite element method: a powerful tool to solve incompressible flows with free‐surfaces and breaking waves

  SR Idelsohn, E Oñate, FD Pin

  International journal for numerical methods in engineering 61 (7), 964-989, 2004

• The particle finite element method—an overview

  E Oñate, SR Idelsohn, F Del Pin, R Aubry

  International Journal of Computational Methods 1 (02), 267-307, 2004

• A residual correction method based on finite calculus

  E Oñate, RL Taylor, OC Zienkiewicz, J Rojek

  Engineering Computations 20 (5/6), 629-658, 2003

• The extended Delaunay tessellation

  N Calvo, SR Idelsohn, E Oñate

  Engineering Computations 20 (5/6), 583-600, 2003

• Polyhedrization of an arbitrary 3D point set

  SR Idelsohn, N Calvo, E Onate

  Computer Methods in Applied Mechanics and Engineering 192 (22), 2649-2667, 2003

• A Lagrangian meshless finite element method applied to fluid–structure interaction problems

  SR Idelsohn, E Onate, F Del Pin

  Computers & Structures 81 (8), 655-671, 2003

• The meshless finite element method

  SR Idelsohn, E Onate, N Calvo, F Del Pin

  International Journal for Numerical Methods in Engineering 58 (6), 893-912, 2003

• Numerical simulation of fiber reinforced composite materials––two procedures

  E Car, F Zalamea, S Oller, J Miquel, E Oñate

  International Journal of Solids and Structures 39 (7), 1967-1986, 2002

• A finite element methodology for local/global damage evaluation in civil engineering structures

  AD Hanganu, E Onate, AH Barbat

  Computers & Structures 80 (20), 1667-1687, 2002

• A finite point method for compressible flow

  R Löhner, C Sacco, E Onate, S Idelsohn

  International Journal for Numerical Methods in Engineering 53 (8), 1765-1779, 2002

• A large strain plasticity model for anisotropic materials—composite material application

  E Car, S Oller, E Oñate

  International Journal of Plasticity 17 (11), 1437-1463, 2001

• Lagrangian formulations to solve free surface incompressible inviscid fluid flows

  SR Idelsohn, MA Storti, E Oñate

  Computer Methods in Applied Mechanics and Engineering 191 (6), 583-593, 2001

• A basic thin shell triangle with only translational DOFs for large strain plasticity

  FG Flores, E Onate

  International Journal for numerical methods in engineering 51 (1), 57-83, 2001

• A finite element method for fluid–structure interaction with surface waves using a finite calculus formulation

  E Oñate, J Garcıa

  Computer methods in applied mechanics and engineering 191 (6), 635-660, 2001

• A finite point method for elasticity problems

  E Oñate, F Perazzo, J Miquel

  Computers & Structures 79 (22), 2151-2163, 2001

• Stabilization techniques for finite element analysis of convection-diffusion problems

  E Oñate, M Manzan

  Developments in Heat Transfer 7, 71-118, 2000

• An anisotropic elastoplastic constitutive model for large strain analysis of fiber reinforced composite materials

  E Car, S Oller, E Oñate

  Computer Methods in Applied Mechanics and Engineering 185 (2), 245-277, 2000

• A simple method for automatic update of finite element meshes

  G Chiandussi, G Bugeda, E Oñate

  Communications in Numerical Methods in Engineering 16 (1), 1-19, 2000

• A finite point method for incompressible flow problems

  E Oñate, C Sacco, S Idelsohn

  Computing and visualization in science 3 (1-2), 67-75, 2000

• Rotation-free triangular plate and shell elements

  E Onate, F Zarate

  International Journal for Numerical Methods in Engineering 47 (1-3), 557-603, 2000

• A stabilized finite element method for incompressible viscous flows using a finite increment calculus formulation

  E Onate

  Computer methods in applied mechanics and engineering 182 (3), 355-370, 2000

• A generalized streamline finite element approach for the analysis of incompressible flow problems including moving surfaces

  MA Cruchaga, E Oñate

  Computer Methods in Applied Mechanics and Engineering 173 (1), 241-255, 1999

• A general procedure for deriving stabilized space–time finite element methods for advective–diffusive problems

  E Oñate, M Manzan

  International Journal for Numerical Methods in Fluids 31 (1), 203-221, 1999

• A homogeneous constitutive model for masonry

  J Lopez, S Oller, E Onate, J Lubliner

  International journal for numerical methods in engineering 46 (10), 1651-1671, 1999

• Application of explicit FE codes to simulation of sheet and bulk metal forming processes

  J Rojek, E Onate, E Postek

  Journal of Materials Processing Technology 80, 620-627, 1998

• An advancing front point generation technique

  R Löhner, E Onate

  Communications in numerical methods in engineering 14 (12), 1097-1108, 1998

• A hierarchical finite element method based on the partition of unity

  RL Taylor, OC Zienkiewicz, E Oñate

  Computer Methods in Applied Mechanics and Engineering 152 (1), 73-84, 1998

• Experimental and numerical issues in the modelling of the mechanical behaviour of masonry

  P Roca, JL González, E Oñate, PB Lourenço

  Structural Analysis of Historical Constructions II. CIMNE, Barcelona, 1998

• A mesh-free finite point method for advective-diffusive transport and fluid flow problems

  E Onate, S Idelsohn

  Computational Mechanics 21 (4-5), 283-292, 1998

• Derivation of stabilized equations for numerical solution of advective-diffusive transport and fluid flow problems

  E Oñate

  Computer Methods in Applied Mechanics and Engineering 151 (1), 233-265, 1998

• A finite element formulation for incompressible flow problems using a generalized streamline operator

  MA Cruchaga, E Oñate

  Computer Methods in Applied Mechanics and Engineering 143 (1), 49-67, 1997

• Viscous damage model for Timoshenko beam structures

  AH Barbat, S Oller, E Oñate, A Hanganu

  International Journal of Solids and Structures 34 (30), 3953-3976, 1997

• A plastic damage constitutive model for composite materials

  S Oller, E Oñate, J Miquel, S Botello

  International journal of Solids and Structures 33 (17), 2501-2518, 1996

• An unstructured grid-based, parallel free surface solver

  R Löhner, C Yang, E Oñate, S Idelssohn

  Centro Internacional de Métodos Numéricos en Ingeniería, 1996

• A stabilized finite point method for analysis of fluid mechanics problems

  E Onate, S Idelsohn, OC Zienkiewicz, RL Taylor, C Sacco

  Computer Methods in Applied Mechanics and Engineering 139 (1), 315-346, 1996

• A finite point method in computational mechanics. Applications to convective transport and fluid flow

  E Onate, S Idelsohn, OC Zienkiewicz, RL Taylor

  International journal for numerical methods in engineering 39 (22), 3839-3866, 1996

• Moving least square approximations for solution of differential equations

  RL Taylor, OC Zienkiewicz, E Oñate, S Idelsohn

  Centro Internacional de Métodos Numéricos en Ingeniería, 1995

• Cálculo de estructuras por el método de elementos finitos: análisis elástico lineal

  E Oñate

  Centro Internacional de Métodos Numéricos en Ingeniería, 1992

• Plastic Flow in Metal Forming. I.--Coupled Thermal. II.--Thin Sheet Forming

  DC Zienkiewicz, E Onate, JC Heinrich

  Applications of Numerical Methods to Forming Processes, 107-120, 1978