• R. Codina, O. Zienkiewicz
    Commun. Numer. Meth. Engng (2001). Vol 18 (2), pp. 99-112

    Abstract
    In this work we compare two apparently different stabilization procedures for the finite element approximation of the incompressible Navier–Stokes equations. The first [...]

  • R. Codina, J. Blasco, G. Buscaglia, A. Huerta
    Int. J. Numer. Meth. Fluids (2001). Vol. 37 (4), pp. 419-444

    Abstract
    We discuss in this paper some implementation aspects of a finite element formulation for the incompressible Navier-Stokes which allows the use of equal order velocity-pressure [...]

  • A. Folch, J. Martí i Castell, R. Codina
    Journal of Geophysical Research (2001). Vol. 106 (B8), pp. 16 163-16 175

    Abstract
    We propose a simple physical model to characterize the dynamics of magma withdrawal during the course of caldera-forming eruptions. Simplification involves considering such [...]

  • J. Blasco, R. Codina
    Applied Numerical Mathematics (2001). Vol. 38 (4), pp. 475-497

    Abstract
    In this paper we analyze a pressure stabilized, finite element method for the unsteady, incompressible Navier–Stokes equations in primitive variables; for the [...]

  • Journal of Computational Physics (2001). Vol. 170 (1), pp. 112-140

    Abstract
    The objective of this paper is to analyze the pressure stability of fractional step finite element methods for incompressible flows. For the classical first order projection [...]

  • G. Houzeaux, R. Codina
    Comput. Methods Appl. Mech. Engrg., (2001). Vol 17 (3), pp. 179-190

    Abstract
    This work presents a conservative scheme for iteration‐by‐subdomain domain decomposition (DD) strategies applied to the finite element solution of flow problems. The DD [...]

  • Comput. Methods Appl. Mech. Engrg., (2001). Vol. 190 (20-21), pp. 2681-2706

    Abstract
    In this paper we describe a finite element formulation for the numerical solution of the stationary Navier-Stokes equations including Coriolis forces and the permeability [...]

  • International Journal of Plasticity (2001). 17 (12), pp. 1565-1622.

    Abstract
    This paper deals with a thermodynamically consistent numerical formulation for coupled thermoplastic problems including phase-change phenomena and frictional contact. The [...]

  • J. Rojek, O. Zienkiewicz, E. Oñate, E. Postek
    Journal of Materials Processing Technology (2001). Vol. 119, pp. 41-47

    Abstract
    This paper presents some advances of finite element explicit formulation for simulation of metal forming processes. Because of their computational efficiency, finite element [...]

  • E. Oñate, H. Tschöpe, P. Wriggers
    Engineering Computations (2001). Vol. 18 (3-4), pp. 642-662

    Abstract
    The paper describes the extension of the critical displacement method (CDM), presented by Oñate and Matias in 1996, to the instability analysis of structures with [...]

  • R. Scotta, R. Vitaliani, A. Saetta, E. Oñate, A. Hanganu
    Computers and Structures (2001). Vol. 79 (7), pp. 737-755

    Abstract
    A local isotropic single parameter scalar model that can simulate the mechanical behaviour of quasi-brittle materials, such as concrete, is described. [...]

  • Computers and Structures (2001). Vol. 79 (22-25), pp. 2151-2163

    Abstract
    The basis of the finite point method (FPM) for the fully meshless solution of elasticity problems in structural mechanics is described. A stabilization [...]

  • E. Oñate, F. Zárate
    Int. J. Numer. Meth. Engng. (2000). Vol. 47 (1-3), pp. 557-603

    Abstract
    The paper describes how the finite element method and the finite volume method can be successfully combined to derive two new families of thin plate and shell triangles with [...]

  • G. Chiandussi, G. Bugeda, E. Oñate
    Comput. Methods Appl. Mech. Engrg., (2000). Vol. 188, pp. 727-742

    Abstract
    The present paper proposes a new technique for the definition of the shape design variables in 2D and 3D optimisation problems. It can be applied to the discrete model of [...]

  • Comput. Methods Appl. Mech. Engrg., (2000). Vol. 185, pp. 245-277

    Abstract
    In this work a generalized anisotropic elastoplastic constitutive model in large deformation is presented. It is used for the analysis of fiber-reinforced composite materials [...]

  • Comput. Methods Appl. Mech. Engrg., (2000). Vol. 182 (3-4), pp. 355-370

    Abstract
    A stabilized finite element formulation for incompressible viscous flows is derived. The starting point are the modified Navier-Stokes equations incorporating naturally the [...]

  • Anales de Mecánica de Fractura (2000). Vol. 17, pp. 127-154

    Abstract
    El artículo es una panorámica de los aspectos teóricos y algunas aplicaciones prácticas de los modelos de fractura desarrollados por diversos grupos [...]

  • P. Diez, M. Arroyo, A. Huerta
    Mechanics of Cohesive-Frictional Materials (2000). Vol. 5 (2), pp. 87-112

    Abstract
    This paper focuses on the numerical simulation of strain softening mechanical problems. Two problems arise: (1) the constitutive model has to be regular and (2) the numerical [...]

  • A. Huerta, P. Diez
    Comput. Methods Appl. Mech. Engrg., (2000). Vol. 181 (1-3), pp. 21-41

    Abstract
    A residual type error estimator for nonlinear finite element analysis is introduced. This error estimator solves local problems avoiding both the computation of the flux jumps [...]

  • P. Diez, A. Huerta
    European Journal of Finite Elements (2000). Vol. 9 (1-3), pp. 49-66

    Abstract
    The finite element discretization of a shell structure introduces two kinds of errors: the error in the functional approximation and the error in the geometry approximation. [...]

  • Comput. Methods Appl. Mech. Engrg., (2000). Vol. 190 (13-14), pp. 1579-1599

    Abstract
    Two apparently different forms of dealing with the numerical instability due to the incompressibility constraint of the stokes problem are analyzed in this paper. The first [...]

  • R. Codina, J. Blasco
    Numerische Mathematik (2000). Vol. 87 (1), pp. 59-81

    Abstract
    The purpose of this paper is to analyze a finite element approximation of the stationary Navier-Stokes equations that allows the use of equal velocity-pressure interpolation. [...]

  • G. Buscaglia, F. Basombrío, R. Codina
    Int. J. Numer. Meth. Fluids (2000). Vol. 34 (1), pp. 65-92

    Abstract
    Fourier analysis techniques are applied to the stabilized finite element method (FEM) recently proposed by Codina and Blasco for the approximation of the incompressible Navier–Stokes [...]

  • Int. J. Numer. Meth. Fluids (2000). Vol. 33 (5), pp. 737-766

    Abstract
    The objective of this paper is twofold. First, a stabilized finite element method for the incompressible Navier-Stokes is presented, and several numerical experiments are [...]

  • Comput. Methods Appl. Mech. Engrg., (2000). Vol. 188 (200), pp. 61-82

    Abstract
    A stabilized finite element method for solving systems of convection-diffusion-reaction equations is studied in this paper. The method is based on the subgrid scale approach [...]

  • R. Codina, J. Blasco
    Comput. Methods Appl. Mech. Engrg., (2000). Vol. 182 (3-4), pp. 277-300

    Abstract
    In this paper we present a stabilized finite element formulation for the transient incompressible Navier–Stokes equations. The main idea is to introduce as a new unknown [...]

  • M. Cervera, T. Prato, J. Oliver
    Journal of Structural Engineering (2000). 126 (9), pp. 1062-1068

    Abstract
    The increasing number of roller compacted concrete (RCC) dams being built around the world demands accurate methodologies for the realistic short- and long-term evaluations [...]

  • M. Cervera, J. Oliver, T. Prato
    Journal of Structural Engineering (2000). 126 (9), pp. 1053-1060

    Abstract
    The increasing number of roller compacted concrete (RCC) dams being built around the world demands accurate methodologies for the realistic short- and long-term evaluations [...]

  • J. D'Elía, M. Storti, S. Idelsohn
    Advances in Engineering Software (2000). Vol. 31 (5), pp. 339-346

    Abstract
    A weak form to compute the dipolar and monopolar surface gradients, related to a low-order panel method, is shown. The flow problem is formulated by means of a three-dimensional [...]

  • J. D'Elía, M. Storti, S. Idelsohn
    Advances in Engineering Software (2000). Vol. 31 (5), pp. 347-353

    Abstract
    A closed form for the computation of the dipolar and monopolar influence coefficients related to a low-order panel method is shown. The flow problem is formulated by means [...]

  • Computing and Visualization in Science (2000). Vol. 3 (1), pp. 67-75

    Abstract
    A stabilized finite point method (FPM) for the meshless analysis of incompressible fluid flow problems is presented. The stabilization approach is based in the finite increment [...]

  • R. Codina, C. Morton, E. Oñate, O. Soto
    Int. J. of Num. Meths. for Heat and Fluid Flow (2000). Vol. 10 (5-6), pp. 616-633

    Abstract
    Presents a numerical strategy for the aerodynamic analysis of large buildings, with an application to the simulation of the air flow within a telescope building. The finite [...]

  • G. Chiandussi, G. Bugeda, E. Oñate
    Commun. Numer. Meth. Engng (2000). Vol. 16 (1), pp. 1-19

    Abstract
    A simple method to automatically update the finite element mesh of the analysis domain is proposed. The method considers the mesh as a fictitious elastic body subjected to [...]

  • Int. J. Numer. Meth. Engng. (1999). Vol. 45 (5), pp. 503-528

    Abstract
    An unstructured finite element solver to evaluate the ship‐wave problem is presented. The scheme uses a non‐structured finite element algorithm for the Euler or Navier–Stokes [...]

  • S. Botello, J. Marroquín, E. Oñate
    Int. J. Numer. Meth. Engng. (1999). Vol. 45 (8), pp. 1069-1084

    Abstract
    In this paper we study the performance of two stochastic search methods: Genetic Algorithms and Simulated Annealing, applied to the optimization of pin‐jointed steel bar [...]

  • J. Lopez, S. Oller, E. Oñate, J. Lubliner
    Int. J. Numer. Meth. Engng. (1999). Vol. 46 (10), pp. 1651-1671

    Abstract
    Masonry has been a broadly used material since the beginning of human life. Despite its popularity, the analysis of masonry structures is a complex task due to the heterogeneity [...]

  • J. Ruberts, S. Oller, E. Casas, S. Proença, E. Oñate
    Int. J. Numer. Meth. Engng. (1999). Vol. 46 (10), pp. 1595-1607

    Abstract
    A geometrically non‐linear formulation for composites and the resulting explicit dynamic finite element algorithm are presented. The proposed formulation assumes that small [...]

  • Comput. Methods Appl. Mech. Engrg., (1999). Vol. 173, pp. 241-255

    Abstract
    In the present work a generalized streamline finite element formulation able to deal with incompressible flow problems is presented. In the finite element framework, this [...]

  • A. Huerta, A. Rodríguez-Ferran, P. Diez, J. Sarrate
    Int. J. Numer. Meth. Engng. (1999). Vol. 46 (10), pp. 1803-1818

    Abstract
    Two main ingredients are needed for adaptive finite element computations. First, the error of a given solution must be assessed, by means of either error estimators or error [...]

  • P. Diez, A. Huerta
    Comput. Methods Appl. Mech. Engrg., (1999). Vol. 176 (1-4), pp. 215-229

    Abstract
    In h-adaptivity, a remeshing strategy is needed to compute the distribution of required element size using the estimated error distribution. Several authors have introduced [...]

  • R. Codina, O. Soto
    Int. J. Numer. Meth. Engng. (1999). Vol. 46 (9), pp. 1559-1573

    Abstract
    In this work we present a finite element formulation to simulate the filling of thin moulds. The model has as starting point a 3‐D approach using either div‐stable elements, [...]

  • O. Zienkiewicz, P. Nithiarasu, R. Codina, M. Vázquez, P. Ortiz
    Int. J. Numer. Meth. Fluids (1999). Vol. 31 (1), pp. 359-392

    Abstract
    In 1995 the two senior authors of the present paper introduced a new algorithm designed to replace the Taylor–Galerkin (or Lax–Wendroff) methods, used by them [...]

  • R. Codina, O. Soto
    Int. J. Numer. Meth. Fluids (1999). Vol. 30 (3), 309-334

    Abstract
    The main purpose of this paper is to describe a finite element formulation for solving the equations for k and ε of the classical k–ε [...]

  • R. Folch, M. Vázquez, R. Codina, J. Martí i Castell
    Computers and Geotechnics (1999). Vol. 25 (3), pp. 263-275

    Abstract
    We develop an algorithm to solve numerically the Navier–Stokes equations using a finite element method. The algorithm uses a fractional step approach that allows [...]

  • Journal of Computational Physics (1999). Vol. 148 (2), pp. 467-496

    Abstract
    In this paper we present a numerical formulation to solve the incompressible Navier–Stokes equations written in a rotating frame of reference. The method is based on [...]

  • Comput. Methods Appl. Mech. Engrg., (1999). Vol. 177 (3-4), pp. 401-426

    Abstract
    The evolution of the contact surfaces wear may become particularly important in the definition of the frictional behavior, in particular for frictional contact problems involving [...]

  • Structural Optimization (1999). Vol. 17 (2-3), pp. 162-171

    Abstract
    This paper describes some considerations around the analytical structural shape sensitivity analysis when the structural behaviour is computed using the finite element method [...]

  • E. Oñate, M. Manzán
    Int. J. Numer. Meth. Fluids (1999). Vol. 31 (1), pp. 203-221

    Abstract
    A procedure to derive stabilized space–time finite element methods for advective–diffusive problems is presented. The starting point is the stabilized balance [...]

  • Int. J. Numer. Meth. Fluids (1999). Vol. 30 (2), pp. 161-178

    Abstract
    This paper presents a methodology for solving shape optimization problems in the context of fluid flow problems including adaptive remeshing. The method is based on the computation [...]

  • M. Cervera, J. Oliver, T. Prato
    Journal of Engineering Mechanics (1999). Vol. 125 (9), pp. 1028-1038

    Abstract
    In this work a coupled thermo-chemo-mechanical model for the behavior of concrete at early ages is proposed. This paper presents the formulation and assessment of the mechanical [...]

  • M. Cervera, T. Prato, J. Oliver
    Journal of Engineering Mechanics (1999). Vol. 125 (9), pp. 1018-1027

    Abstract
    In this work a coupled thermo-chemo-mechanical model for the behavior of concrete at early ages is proposed. The model allows simulation of the observed phenomena of hydration, [...]

  • M. Cervera, O. Manzoli, J. Oliver
    International Journal of Plasticity (1999). Vol. 15 (3), pp. 319-351

    Abstract
    The paper presents the Strong Discontinuity Approach for the analysis and simulation of strong discontinuities in solids using continuum plasticity models. Kinematics [...]

  • International Journal of Plasticity (1999). Vol. 15 (1), pp. 1-34

    Abstract
    This paper deals with a numerical formulation for coupled thermoplastic problems including phase-change phenomena. The final goal is to get an accurate, efficient and robust [...]

  • G. Bugeda, M. Cervera, G. Lombera
    Rapid Prototyping Journal (1999). Vol. 5 (1), pp. 21-26

    Abstract
    A finite element model has been developed for the 3D simulation of the sintering of a single track during a selective laser sintering process (SLS). The model takes into account [...]

  • Int. J. Numer. Meth. Engng. (1999). Vol. 46 (9), pp. 1575-1591

    Abstract
    The paper presents an up‐to‐date finite element numerical model for fully coupled thermo‐mechanical problems, focussing in the simulation of solidification processes [...]

  • R. Löhner, C. Yang, E. Oñate, S. Idelsohn
    Applied Numerical Mathematics (1999). Vol. 31 (3), pp. 271-293

    Abstract
    An unstructured grid-based, parallel-free surface solver is presented. The overall scheme combines a finite-element, equal-order, projection-type 3-D incompressible flow solver [...]

  • S. Botello, E. Oñate, J. Miquel
    Computers and Structures (1999). Vol. 70 (6), pp. 635-646

    Abstract
    The paper presents a new triangle for analysis of laminate plates and shells. The in-plane degrees of freedom are interpolated quadratically whereas a linear layer-wise approximation [...]

  • Computational Mechanics (1998). Vol. 21 (4-5), pp. 283-292

    Abstract
    The finite point method (FPM) is a gridless numerical procedure based on the combination of weighted least square interpolations on a cloud of points with point collocation [...]

  • A. Morán, E. Oñate, J. Miquel
    Int. J. Numer. Meth. Engng. (1998). Vol. 42 (2), pp. 219-236

    Abstract
    The paper presents a general and straightforward procedure based on the use of the strain energy density for deriving symmetric expressions of the secant and tangent stiffness [...]

  • R. Taylor, O. Zienkiewicz, E. Oñate
    Comput. Methods Appl. Mech. Engrg., (1998). Vol. 152, pp. 73-84

    Abstract
    In this paper we consider the application of hierarchical functions to base approximations which are a partition of unity. The particular hierarchical functions used are added [...]

  • Comput. Methods Appl. Mech. Engrg., (1998). Vol. 151 (1-2), pp. 233-265

    Abstract
    The concept of the so called “artificial or balancing diffusion” used to stabilize the numerical solution of advective–diffusive transport and fluid flow [...]

  • B. Suarez, E. Blanco, L. Gil, P. Zapata, E. Oñate
    European Journal of Engineering Education (1998). Vol. 23 (2), pp. 243-254

    Abstract
    In this paper, a methodology for computer-aided training of structural problems by the finite element method is presented. The resulting educational program, named ED-Elas2D, [...]

  • P. Díez, J. Egozcue, A. Huerta
    Comput. Methods Appl. Mech. Engrg., (1998). Vol. 163 (1-4), pp. 141-157

    Abstract
    A new residual type estimator based on projections of the error on subspaces of locally-supported functions is presented. The estimator is defined by a standard element-by-element [...]

  • P. Nithiarasu, O. Zienkiewicz, B. Sai, K. Morgan, R. Codina, M. Vázquez
    Int. J. Numer. Meth. Fluids (1998). Vol. 28 (9), pp. 1325-1353

    Abstract
    The performance of different shock capturing viscosities has been examined using our general fluid mechanics algorithm. Four different schemes have been tested, both for viscous [...]

  • J. Blasco, R. Codina, A. Huerta
    Int. J. Numer. Meth. Fluids (1998). Vol. 28 (10), pp. 1391-1419

    Abstract
    An implicit fractional-step method for the numerical solution of the time-dependent incompressible Naiver-Stokes equations in primitive variables is developed and studied [...]

  • Comput. Methods Appl. Mech. Engrg., (1998). Vol. 156, (1-4), pp. 185-210

    Abstract
    In this paper we describe several finite element methods for solving the diffusion-convection-reaction equation. None of them is new, although the presentation is non-standard [...]

  • R. Codina, M. Vázquez, O. Zienkiewicz
    Int. J. Numer. Meth. Fluids (1998). Vol. 27 (1-4), 13-32

    Abstract
    In this paper we consider some particular aspects related to the semi‐implicit version of a fractional step finite element method for compressible flows that we have developed [...]

  • A. Folch, J. Marti, R. Codina, M. Vázquez
    Journal of Geophysical Research: Solid Earth (1998). Vol. 103, 20883-20899

    Abstract
    An axisymmetrical numerical model has been developed in order to find the temporal evolution of pressure, the position of the exsolution level, the velocity field, the eruption [...]

  • Archives of Comp. Meths. Engng. (1998). Vol. 5 (3), pp. 243-301

    Abstract
    In this paper a numerical model for the analysis of coupled thermomechanical multi-body frictional contact problems at finite deformations is presented. The multi-body frictional [...]

  • R. Faria, M. Cervera, J. Oliver
    Int. J. Solids and Structures (1998). Vol. 35 (14), pp. 1533-1558

    Abstract
    Within the framework of continuum damage mechanics, a new constitutive damage model for massive concrete is presented, mainly intended for the seismic analysis of gravity [...]

  • Journal of Computational Physics (1998). Vol. 146 (2), pp 570-602

    Abstract
    An absorbing boundary condition for the ship wave resistance problem is presented. In contrast to the Dawson-like methods, it avoids the use of numerical viscosities in the [...]

  • J. Rojek, E. Oñate, E. Postek
    Journal of Materials Processing Technology (1998). Vols. 80-81, pp. 620-627

    Abstract
    This paper presents the application of an explicit dynamic finite element code for simulation of metal forming processes, of both sheet and bulk forming. The experiences [...]

  • R. Löhner, E. Oñate
    Commun. Numer. Meth. Engng (1998). Vol. 14 (12), pp. 1097-1108

    Abstract
    An algorithm to construct boundary‐conforming, isotropic clouds of points with variable density in space is described. The input required consists of a specified mean point [...]

  • Comput. Methods Appl. Mech. Engrg., (1997). Vol. 143, pp. 49-67

    Abstract
    A finite element formulation for solving incompressible flow problems is presented. In this paper, the generalized streamline operator presented by Hughes et al. (Comput. [...]

  • J. Egozcue, G. Grande, P. Diez
    Revista Internacional de Cálculo de Estructuras (1997). Vol. 2 (1), pp. 35-58

    Abstract
    Vulnerability of civil structures and systems under seismic actions have been extensively used and studied in the last decade. However, the goals of those studies are very [...]

  • R. Codina, O. Soto
    Comput. Methods Appl. Mech. Engrg., (1997). Vol. 142 (3-4), pp. 215-234

    Abstract
    The objective of this paper is to present a finite element formulation to solve the Stokes problem with Coriolis force. This force results in a skew-symmetric term in the [...]

  • R. Codina, J. Blasco
    Comput. Methods Appl. Mech. Engrg., (1997). Vol. 143 (3–4), pp. 373-391

    Abstract
    In this paper we study a variational formulation of the Stokes problem that accommodates the use of equal velocity-pressure finite element interpolations. The motivation of [...]

  • Comput. Methods Appl. Mech. Engrg., (1997). Vol. 142 (3-4), pp. 303-334

    Abstract
    In this paper a new frictional time integration algorithm suitable for large slip multibody frictional contact problems is presented. The algorithm is introduced within the [...]

  • J. Heinrich, S. Idelsohn, E. Oñate, C. Vionnet
    Int. J. Numer. Meth. Engng. (1996). Vol. 39 (6), pp. 1053-1071

    Abstract
    We examine the use of natural boundary conditions and conditions of the Sommerfeld type for finite element simulations of convective transport in viscous incompressible flows. [...]

  • S. Idelsohn, J. Heinrich, E. Oñate
    Int. J. Numer. Meth. Engng. (1996). Vol. 39 (9), pp. 1455-1473

    Abstract
    A Petrov–Galerkin formulation based on two different perturbations to the weighting functions is presented. These perturbations stabilize the oscillations that are normally [...]

  • E. Oñate, W. Matias
    Comput. Methods Appl. Mech. Engrg., (1996). Vol. 134 (1-2), pp. 135-161

    Abstract
    A new technique for predicting structural instability points using the finite element method is presented. The approach is based on the estimation of the critical displacement [...]

  • E. Oñate, S. Idelsohn, O. Zienkiewicz, R. Taylor, C. Sacco
    Comput. Methods Appl. Mech. Engrg., (1996). Vol. 195, pp. 6750-6777

    Abstract
    flow type problems is presented. The method is based on the use of a weighted least square interpolation procedure together with point collocation for evaluating the approximation [...]

  • O. Zienkiewicz, B. Sai, K. Morgan, R. Codina
    Int. J. Numer. Meth. Fluids (1996). Vol. 23, 787-809

    Abstract
    In an earlier paper, Zienkiewicz and Codina (Int. j. numer. methods fluids, 20, 869–885 (1995)) presented a general algorithm for the solution of both compressible [...]

  • M. Cervera, O. Manzoli, J. Oliver
    Engineering Computations (1996). Vol. 25 (9), pp. 987-1010.

    Abstract
    In this paper a rate‐dependent isotropic damage model developed for the numerical analysis of concrete dams subjected to seismic excitation is presented. The model is shown [...]

  • M. Cervera, R. Codina, M. Galindo
    Engineering Computations (1996). Vol. 13 (6), pp. 4-30

    Abstract
    Outlines a general methodology for the solution of the system of algebraic equations arising from the discretization of the field equations governing coupled problems. Considers [...]

  • E. Oñate, S. Idelsohn, O. Zienkiewicz, R. Taylor
    Int. J. Numer. Meth. Engng. (1996). Vol. 39 (22), pp. 3839-3866

    Abstract
    The paper presents a fully meshless procedure fo solving partial differential equations. The approach termed generically the ‘finite point method’ is based on [...]

  • J. Rojek, J. Jovicevic, E. Oñate
    Journal of Materials Processing Technology (1996). Vol. 60 (1-4), pp. 243-247

    Abstract
    The paper is aimed to present industrial applications of sheet stamping simulation using new finite element formulations developed in the International Center for Numerical [...]

  • S. Oller, E. Oñate, J. Canet
    Commun. Numer. Meth. Engng (1996). Vol. 12 (8), pp. 471-482

    Abstract
    A general constitutive model adequate for analysis of the thermomechanical response of composite materials is presented. The model is based on the mixture of the basic substances [...]

  • Int. J. Solids and Structures (1996). Vol. 33 (5), pp. 647-673

    Abstract
    A coupled thermomechanical model to simulate solidification problems in casting is presented. The model is formulated from a phenomenological point of view using a general [...]

  • Int. J. Solids and Structures (1996). Vol. 33 (17), pp. 2501-2518

    Abstract
    In this paper a generalized elasto-plastic damage model for the analysis of multiphase frictional composite materials is presented. Details of the derivation of the secant [...]

  • Int. J. Solids and Structures (1996). Vol. 33 (20-22), pp. 3179-3186

    Abstract
    The paper describes a hygro-thermo-mechanical constitutive model appropriate for numerical simulation of multiphase composite material behaviour. The theory is based [...]

  • Computational Mechanics (1995). Vol. 15 (6), pp. 572-593

    Abstract
    In this paper the general non symmetric parametric form of the incremental secant stiffness matrix for non linear analysis of solids using the finite element metod is derived. [...]

  • F. Flores, E. Oñate, F. Zarate
    Computational Mechanics (1995). Vol. 17 (1-2), pp. 107-114

    Abstract
    A comparison between new and existing triangular finite elements based on the shell theory proposed by Juan Carlos Simo and co-workers is presented. Particular emphasis is [...]

  • O. Zienkiewicz, K. Morgan, B. Sai, R. Codina, M. Vasquez
    Int. J. Numer. Meth. Fluids (1995). Vol. 20 (8-9), pp. 887-913

    Abstract
    The algorithm introduced in Part I of this paper is applied in its explicit form to a variety of problems in order to demonstrate its wide range of applicability and excellent [...]

  • O. Zienkiewicz, R. Codina
    Int. J. Numer. Meth. Fluids (1995). Vol. 20, 869-885

    Abstract
    The paper outlines the formulation of a novel algorithm which can be used for the solution of both compressible and incompressible Navier‐Stokes or Euler equations. Full [...]

  • Int. J. Numer. Meth. Fluids (1995). Vol. 20 (8-9), pp. 915-934

    Abstract
    This paper presents a methodology for solving shape optimization problems in the context of fluid flow problems including adaptive remeshing. The method is based on the computation [...]

  • M. Cervera, R. Faria, J. Oliver
    Earthquake Engineering Structural Dynamics (1995). Vol. 24 (9), pp. 1125-1245

    Abstract
    In this paper a general methodology for the analysis of large concrete dams subjected to seismic excitation is outlined. It is valid both for gravity dams (2D representation) [...]

  • Rapid Prototyping Journal (1995). Vol. 1 (2), pp. 13-23

    Abstract
    Stereolithography (SLA) is one of the most important techniques used in rapid prototyping processes. It has a great industrial interest because it allows for dramatic time [...]

  • E. Oñate, J. Rojek, C. Garino
    Journal of Materials Processing Technology (1995). Vol. 50 (1-4), pp. 17-38

    Abstract
    This paper describes the objectives and current status of the research project NUMISTAMP currently under development at the International Center for Numerical Methods in Engineering [...]

  • Commun. Numer. Meth. Engng (1995). Vol. 11 (2), pp. 137-148

    Abstract
    A fixed‐mesh method for the analysis of transient forming processes is presented. The mesh covers material regions and zones through which the material may flow. These last [...]

  • A. Heege, P. Alart, E. Oñate
    Engineering Computations (1995). Vol. 12 (7), pp. 641-656

    Abstract
    A consistent formulation for unilateral contact problems including frictional work hardening or softening is proposed. The approach is based on an augmented Lagrangian approach [...]

  • Engineering Computations (1995). Vol. 12 (3), pp. 245-262

    Abstract
    This paper shows a generalization of the classic isotropic plasticity theory to be applied to orthotropic or anisotropic materials. This approach assumes the existence of [...]

  • Int. J. Numer. Meth. Engng. (1994). Vol. 37 (19), pp. 3323-3341

    Abstract
    In this paper a comparison between the finite element and the finite volume methods is presented in the context of elliptic, convective–diffusion and fluid flow problems. [...]

  • Int. J. Numer. Meth. Engng. (1994). Vol. 37 (20), pp. 3441-3465

    Abstract
    A finite element formulation for solving multidimensional phase‐change problems is presented. The formulation considers the temperature as the unique state variable, it [...]

  • E. Oñate, F. Zárate, F. flores
    Int. J. Numer. Meth. Engng. (1994). Vol. 37 (15), pp. 2569-2582

    Abstract
    A new plate triangle based on Reissner–Mindlin plate theory is proposed. The element has a standard linear deflection field and an incompatible linear rotation field [...]

  • E. Oñate, M. Cervera, O. Zienkiewicz
    Int. J. Numer. Meth. Engng. (1994). Vol. 37 (2), pp. 181-201

    Abstract
    A general Finite Volume Method (FVM) for the analysis of structural problems is presented. It is shown that the FVM can be considered to be a particular case of finite elements [...]

  • Computing Systems in Engineering (1994). Vol. 5 (1), pp. 91-102

    Abstract
    This work presents a methodology based on the use of adaptive mesh refinement (AMR) techniques in the context of shape optimization problems analyzed by the Finite Element [...]

  • R. Codina, U. Schäfer, E. Oñate
    Int. J. of Num. Meths. for Heat and Fluid Flow (1994). Vol. 4 (1), pp. 291-310

    Abstract
    In this paper we consider several aspects related to the application of the pseudo‐concentration techniques to the simulation of mould filling processes. We discuss, in [...]

  • Int. J. Numer. Meth. Engng. (1993). Vol. 36 (8), pp. 1395-1412

    Abstract
    In this paper we present an iterative penalty finite element method for viscous non‐Newtonian creeping flows. The basic idea is solving the equations for the difference [...]

  • Journal of Physique IV (1993). Vol. 3 (C7), pp. 1171-1180

    Abstract
    This paper summarizes the recent work of the authors in the numerical simulation of casting processes. In particular, a coupled thermomechanical model to simulate the solidification [...]

  • Comput. Methods Appl. Mech. Engrg., (1993). Vol. 110 (3-4), pp. 325-342

    Abstract
    To avoid the local oscillations that still remain using the streamline-upwind/Petrov-Galerkin formulation for the scalar convection-diffusion equation, the introduction of [...]

  • Int. J. Numer. Meth. Engng. (1993). Vol. 36, 1445-1464

    Abstract
    The stability and accuracy of the forward Euler scheme for the semidiscrete problem arising from the space discretization of the convection‐diffusion equation using the [...]

  • Comput. Methods Appl. Mech. Engrg., (1993). Vol. 110 (3-4), pp. 237-262

    Abstract
    The objective of this paper is to analyse an iterative procedure for the finite element solution of the Stokes and Navier-Stokes stationary problems. For the latter case, [...]

  • Engineering Computations (1993). Vol. 10 (6), pp. 543-561

    Abstract
    A general methodology for deriving thin plate bending elements with a single degree of freedom per node is presented. The formulation is based on the combination of a standard C0 [...]

  • Engineering Computations (1993). Vol. 10 (4), pp. 307-321

    Abstract
    The concepts of solution error and optimal mesh in adaptive finite element analysis are revisited. It is shown that the correct evaluation of the convergence rate of the error [...]

  • E. Oñate, O. Zienkiewicz, B. Suarez, R. Taylor
    Int. J. Numer. Meth. Engng. (1992). Vol. 33 (2), pp. 345-367

    Abstract
    In this paper the necessary requirements for the good behaviour of shear constrained Reissner–Mindlin plate elements for thick and thin plate situations are re‐interpreted [...]

  • Comput. Methods Appl. Mech. Engrg., (1992). Vol. 94, pp. 239-262

    Abstract
    In this paper the functions of the Péclet number that appear in the intrinsic time of the streamline upwind/Petrov-Galerkin (SUPG) formulation are analyzed for quadratic [...]

  • M. Cervera, M. Galindo, J. Oliver
    Dam Engng. (1992). Vol. 3 (1), pp. 1-22.

    Abstract
    The paper presents the computational model developed to study an existing large gravity dam suffering from observed "pathological behavior" resulting concrete hydration. [...]

  • Journal of Materials Processing Technology (1992). Vol. 34 (1-4), pp. 109-116

    Abstract
    In this paper some results of a wide experimental program are presented and compared with some finite element solution of sheet metal forming problems using a viscous shell [...]

  • Int. J. Numer. Meth. Engng. (1990). Vol. 30 (8), pp. 1577-1593

    Abstract
    In this paper the possibilities of the viscous voided shell approach for deriving bending/membrane finite elements for sheet metal forming problems are presented. These elements [...]

  • S. Oller, E. Oñate, J. Oliver, J. Lubliner
    Engineering Fracture Mechanics (1990). Vol. 35 (1-2-3), pp. 219-231

    Abstract
    In this paper a plastic damage model for nonlinear finite element analysis of concrete is presented. The model is based on standard plasticity theory for frictional [...]

  • M. Cervera, J. Oliver, E. Herrero, E. Oñate
    Engineering Fracture Mechanics (1990). Vol. 35 (1-3), pp. 573-585

    Abstract
    The paper presents a computational model for the analysis of large concrete gravity dams subjected to severe damage due to internal actions. It has been observed in several [...]

  • O. Zienkiewicz, R. Taylor, P. Papadopoulos, E. Oñate
    Computers and Structures (1990). Vol. 35 (4), pp. 505-522

    Abstract
    In recent years a series of elements based on Reissner-Mindlin assumptions and using discrete (collocation type) constraints has been introduced. These elements have [...]

  • J. Lubliner, J. Oliver, S. Oller, E. Oñate
    Int. J. Solids and Structures (1989). Vol. 25 (3), pp. 299-326

    Abstract
    In this paper a constitutive model based on an internal variable-formulation of plasticity theory for the non-linear analysis of concrete is presented. The model uses a new [...]

  • J. Canet, B. Suarez, E. Oñate
    Computers and Structures (1989). Vol. 31 (6), pp. 967-975

    Abstract
    In this paper a finite strip formulation based on Reissner-Mindlin plate theory for dynamic analysis of prismatic shell type structure is presented. Detailed expressions of [...]

  • Int. J. Numer. Meth. Engng. (1988). Vol. 25 (1), pp. 227-251

    Abstract
    A formal analogy between the equations of pure plastic and viscoplastic flow theory for void‐containing metals and those of standard non‐linear elasticity is presented. [...]

  • E. Dvorkin, E. Oñate, J. Oliver
    Int. J. Numer. Meth. Engng. (1988). Vol. 26 (7), pp. 1597-1613

    Abstract
    An incremental Total Lagrangian Formulation for curved beam elements that includes the effect of large rotation increments is developed. A complete and symmetric tangent stiffness [...]

  • E. Alarcón, E. Alonso, D. Aubry, K. Axelsson, E. Oñate
    Int. J. Numer. Meth. Engng. (1988). Vol. 26 (11), pp. 2559-2568

    Abstract
    This letter represents an initiative started by a number of researchers signed below who are working in the field of numerical modelling of soil mechanics problems. We belive [...]

  • B. Suarez, J. Canet, E. Oñate
    Engineering Computations (1988). Vol. 5 (2), pp. 158-164

    Abstract
    A unified approach for the vibration analysis of curved or straight prismatic plates and bridges and axisymmetric shells using a finite strip method based in Reissner—Mindlin [...]

  • E. Oñate, S. Oller, J. Oliver, J. Lubliner
    Engineering Computations (1988). Vol. 5 (4), pp. 309-319

    Abstract
    A constitutive model based on classical plasticity theory for non‐linear analysis of concrete structures using finite elements is presented. The model uses the typical parameters [...]

  • M. Cervera, E. Hinton, O. Hassan
    Computers and Structures (1987). Vol. 25 (6), pp. 845-869

    Abstract
    This paper describes an efficient and accurate, 3-D finite element model which may be adopted in the nonlinear analysis of reinforced concerete plate and shell structures. [...]

  • J. Oliver, E. Oñate
    Int. J. Numer. Meth. Engng. (1986). Vol. 23 (2), pp. 253-274

    Abstract
    A geometrically nonlinear finite element formulation based on a total Lagrangian approach for axisymmetric shells, arches and frames has been presented. The formulation allows [...]

  • M. Cervera, Y. Liu, E. Hinton
    Engineering Computations (1986). Vol. 3 (3), pp.235-242

    Abstract
    A hierarchically preconditioned conjugate gradient (PCG) method for finite element analysis is presented. Its use is demonstrated for the difficult problem of the non‐linear [...]

  • J. Oliver, E. Oñate, J. Peraire, R. Chueca
    Hormigón y Acero (1985). Vol. 155, pp. 99-123

  • J. Oliver, E. Oñate
    Journal of Pipelines (1985). Vol. 5 (1), pp. 15-35

    Abstract
    In this paper a finite element formulation for the deformation analysis of submarine pipelines during laying operations is presented. The formation allows for large displacement/rotations [...]

  • J. Oliver, E. Oñate
    Int. J. Numer. Meth. Engng. (1984). Vol. 20 (12), pp. 2253-2281

    Abstract
    A total Lagrangian finite element formulation for the geometrically nonlinear analysis (large displacement/large rotations) of shells is presented. Explicit expressions of [...]

  • B. Suárez, E. Oñate
    Anales de Ingeniería Mecánica (1984). Vol. 2 (1), pp. 59-68

    Abstract
    Se representa una formulación por elementos finitos que permite simular la distribución transitoria de presiones y caudales del gas en redes urbanas. Esta formulación, [...]

  • E. Oñate, Á. Gaona, J. Oliver, B. Suarez
    Revista de Obras Públicas (1983). Vol. 130 (3212), pp. 231-248

  • J. Oliver, E. Oñate
    Revista de Obras Públicas (1983). Vol. 130 (3218), pp. 747-763

    Abstract
    La ejecución de emisarios submarinos para saneamiento y la instalación de tuberías para transporte de productos petrolíferos son ejemplos de la [...]

  • E. Oñate, O. Zienkiewicz
    Int. J. Mechanical Sciences (1983). Vol. 25 (5), pp. 305-335

    Abstract
    A finite element method to analyse large plastic deformations of thin sheets of metal is presented. The formulation is based on an extension of the general viscoplastic flow [...]

  • Computers and Structures (1983). Vol. 17 (3), pp. 427-439

    Abstract
    The behaviour of the linear, quadratic and cubic elements of the Mindlin plate strip family for thick and very thin plate analysis is investigated in this paper. Selective [...]

  • Computers and Structures (1983). Vol. 17 (3), pp. 407-426

    Abstract
    In this paper a finite strip formulation which allows to treat bridges, axisymmetric shells or plate structures of constant transverse cross section in an easily and unified [...]

  • J. Oliver, B. Suárez, E. Blanco, E. Oñate
    Acero y Hormigón (1982). Vol. 145, pp. 65-78

  • O. Zienkiewicz, E. Oñate, J. Heinrich
    Int. J. Numer. Meth. Engng. (1981). Vol. 17 (10), pp. 1497-1514

    Abstract
    A finite element formulation to deal with the flow of metals coupled with thermal effects in presented. The deformation process of the metal is treated using the visco‐plastic [...]

  • O. Zienkiewicz, P. Jain, E. Oñate
    Int. J. Solids and Structures (1978). Vol. 14 (1), pp. 15-38

    Abstract
    In the extrusion and forming of solids the plastic (or viscoplastic) deformations are so large that the elastic strain is negligible. The problem thus becomes one of incompressible [...]

  • O. Zienkiewicz, J. Bauer, K. Morgan, E. Oñate
    International Journal for Numerical Methods in Engineering (1977). Vol. 11 (10), pp. 1545-1558

    Abstract
    A two noded, straight element which includes shear deformation effects is presented and shown to be extremely efficient in the analysis of axisymmetric shells. A single point [...]

  • 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 [...]

  • Hormigón y Acero (1977). Vol. 124, pp. 53-85

    Abstract
    Se presenta el análisis general de estructuras formadas por un ensamblaje de placas y vigas y con sección transversal constante, mediante una combinación [...]

  • M. Alonso, C. Andrade, J. González
    Materiales de Construcción (1987). Vol. 207, pp. 5-12

    Abstract
    La resistividad del hormigón se ha venido considerando como uno de los factores que afectan a la velocidad de corrosión de las armaduras, aunque, hasta ahora, [...]

  • C. Andrade, B. Bacle, M. Alonso, J. Conde-Salazar
    Materiales de Construcción (1988). Vol. 211, pp. 25-40

    Abstract
    En el presente trabajo se describen los ensayos que se están efectuando en un viaducto de las cercanías de Madrid y que tía sufrido importantes daños [...]

  • S. Goñi, A. Moragues, C. Andrade
    Materiales de Construcción (1989). Vol. 215, pp. 19-28

    Abstract
    Este trabajo presenta el estudio cuantitativo, mediante la técnica de Resistencia de Polarización (Rp), de la influencia de los iones Cí y OH' en [...]

  • C. Andrade, L. Soler, J. Frutos
    Boletin de la Sociedad Española de Cerámica y Vidrio (1995). Vol. 34 (5-6), pp. 414-416

    Abstract
    El hormigón eléctricamente se comporta como un aislante o como un conductor en función de su contenido de agua. Así, el hormigón saturado [...]

  • C. Andrade, M. Alonso, J. Sarría
    Materiales de Construcción (1998). Vol. 251, pp. 5-18

    Abstract
    Cuando el acero se despasiva, la corrosión se empieza a desarrollar a una velocidad que depende principalmente de la cantidad de humedad contenida en los poros del [...]

  • C. Andrade, I. Martínez, M. Alonso, J. Fullea
    Materiales de Construcción (2001). Vol. 263-264, pp. 97-108

    Abstract
    Las técnicas de medida de la corrosión en hormigón armado se investigan muy poco en comparación con el creciente número de publicaciones [...]

  • C. Ramos, E. Reis, A. Ramos, T. Azevedo, M. Freitas, C. Andrade
    Geographical Research Letters (2001). Vol. 27, 163-178

    Abstract
    This paper aims to contribute to the fluvial dynamic knowledge of the Lower Tagus during the late Holocene. Two cores were done in selected geomorphological positions at the [...]

  • M. Castellote, M. Alonso, C. Andrade
    Materiales de Construcción (2002). Vol. 265, pp. 39-56

    Abstract
    The most reliable method to determine the concentration of hydroxyl ions in the aqueous phase of hardened cementitious materials is the squeezing of concrete at high pressures. [...]

  • M. Castellote, C. Andrade, M. Alonso
    Cemento y Hormigón (2002). Vol. 834, pp. 40-53

    Abstract
    El transporte de iones cloruro a través de los poros del hormigón presenta un gran interés en relación con la durabilidad de las estructuras [...]

  • M. Sanjuán, C. Andrade, M. Cheyrezy
    Cemento y Hormigón (2002). Vol. 837, pp. 32-45

    Abstract
    La utilización de aditivos reductores de agua y la incorporación de partículas ultra finas en los hormigones, han permitido mejorar considerablemente [...]

  • C. Ruiz, A. Andrés, C. Andrade
    Arbor (2002). Vol. 679-680, pp. 605-640

    Abstract
    En este artículo se analiza la presencia de la mujer en las escalas del Consejo Superior de Investigaciones Científicas (CSIC) centrándonos en el Área [...]

  • C. Andrade, I. Padaratz, C. Alonso, G. Meira
    Materiales de Construcción (2003). Vol. 271-272, pp. 179-188

    Abstract
    La influencia de la distancia al mar es un tema clave en el estudio de la agresividad salina en zona de atmósfera marina, ya que permite conocer cómo afecta [...]

  • M. Castellote, C. Andrade, I. Llorente
    Materiales de Construcción (2003). Vol. 271-272, pp. 101-111

    Abstract
    Los métodos electroquímicos de reparación de estructuras dañadas por corrosión de armaduras se basan en la aplicación de corriente [...]

  • M. Castellote, C. Andrade, C. Alonso
    Boletin de la Sociedad Española de Cerámica y Vidrio (2004). Vol. 43 (2), pp. 565-568

    Abstract
    La determinación de coeficientes de difusión de los iones cloruro a través del hormigón precisa en muchas ocasiones de la aplicación de [...]

  • C. Andrade
    Revista de Obras Públicas (2005). Vol. 3457, pp. 61-62

    Abstract
    La puesta en marcha de Plataforma Tecnológica es un hecho que supone una iniciativa novedosa dentro del programa móvil para incentivar la investigación [...]

  • M. Climent, C. Andrade, J. López, G. Vera, E. Viqueira
    Cemento y Hormigón (2005). Vol. 879, pp. 18-34

    Abstract
    En el presente trabajo se propone un método para la determinación del coeficiente de difusión del ión cloruro a través de probetas de hormigón [...]

  • M. Cruz, C. Andrade, A. Hidalgo, E. Guede, M. Sanjuán
    Cemento y Hormigón (2006). Vol. 894, pp. 14-25

    Abstract
    Cuando los materiales de la construcción son aplicados en el exterior, el agua de lluvia, el agua superficial o las aguas subterráneas, pueden ser responsables [...]

  • M. Castellote, S. Botija, C. Andrade
    Cemento y Hormigón (2006). Vol. 896, pp. 22-27

    Abstract
    Uno de los aspectos clave de la Innovación en Construcción es el desarrollo de materiales inteligentes. Entre estos materiales se encuentran aquellos que contribuyen [...]

  • C. Andrade, M. Castellote
    Cemento y Hormigón (2007). Vol. 898, pp. 12-16

    Abstract
    Con la ayuda de las técnicas de caracterización desarrolladas en las últimas décadas se pudo avanzar en el conocimiento de la microstructura de [...]

  • M. Castellote, I. Llorente, C. Andrade, M. Cruz
    Cemento y Hormigón (2007). Vol. 903, pp. 16-21

    Abstract
    Los materiales de base cemento están siendo utilizados cada vez más como matrices confinantes en la inertización de residuos, tanto peligrosos como radiactivos. [...]

  • C. Andrade, M. Castellote, R. D'Andrea, J. Picón, M. Sanjuán
    Cemento y Hormigón (2009). Vol. 935, pp. 22-31

    Abstract
    El hormigón armado situado en ambientes marinos puede sufrir la corrosión del acero embebido debido a la penetración de los cloruros. Los fenómenos [...]

  • E. Menéndez, J. Frutos, C. Andrade
    Boletín de la Sociedad Española de Cerámica y Vidrio (2009). Vol. 48 (5), pp. 223-230

    Abstract
    En el presente trabajo se evalúan diferentes morteros, con distinto grado de daño por la acción de ciclos de hielo-deshielo, analizando su estado mediante [...]

  • A. Castillo, C. Andrade, L. Fernández, J. Junquera, G. Ayuso
    Informes de la Construcción (2011). Vol. 63 (524), pp. 33-41

    Abstract
    En el presente trabajo se describen algunos aspectos que se han tenido en cuenta en la restauración que se ha llevado a cabo recientemente en la emblemática [...]

  • I. Martínez, A. Castillo, C. Andrade
    Informes de la Construcción (2012). Vol. 64 (528), pp. 519-528

    Abstract
    Son muchos los planteamientos que se realizan en relación al estado de estas estructuras nucleares y a la posibilidad de prorrogar su vida útil, siendo la corrosión [...]

  • J. Sánchez-Montero, C. Andrade, J. Fullea, P. Linares, G. Sotorrío, F. Barroso, G. Rentero
    Informes de la Construcción (2014). Vol. 66 (535), e027

    Abstract
    In the current paper we present the results of the monitoring of the hygrothermal behaviour during the last ten years of the El Prado Museum roof. Sensors were installed in [...]

  • J. Sánchez, Á. Ridruejo, E. Muñoz, C. Andrade, J. Fullea, P. Andrés
    Hormigón y Acero (2016). Vol. 67 (280), pp. 325-332

    Abstract
    The durability of high strength steels in aggressive media is determined by the presence of hydrogen, in particular hydrogen embrittlement processes. Hydrogen embrittlement [...]

  • C. Andrade
    Hormigón y Acero (2018). Vol. 69 (S1), pp. 21-28

    Abstract
    A brief exercise is made on reporting some achievements in the history of reinforcement corrosion. It is a difficult task to try to summarize because there are numerous protagonists [...]

  • C. Andrade, C. Alonso
    Materials and Structures (2004). Vol. 37, pp. 623-643

    Abstract
      This recommendation covers the description of non-destructive electrochemical test methods for the estimation in large size concrete structures of the instantaneous [...]

  • J. González, R. Vargas, C. Andrade
    Hormigón y Acero (1977). Vol. 28 (124), pp. 113-131

    Abstract
    Esta comunicación pretende ofrecer una panorámica de las ventajas e inconvenientes derivados del empleo de las armaduras de acero galvanizados en el hormigón. Se [...]

  • C. Andrade, A. Vazquez, J. González
    Revista de Metalurgia (1978). Vol. 13, pp. 142-145

    Abstract
    An electrochemical study has been carried out involving immersion of galvanized steel in a Ca(OH)//2-saturated solution with and without chloride additions. Results show that [...]

  • C. Andrade, J. González
    Materials and Corrosion (1978). Vol. 29 (8), pp. 515-519

    Abstract
    Up to this time all the methods to measure the corrosion rate of reinforcing steels embedded in hardened concrete have been of the destructive type, which requires much time [...]

  • C. Andrade, J. González
    Materiales de Construcción (1978). Vol. 28 (172), pp. 71-80

    Abstract
    Muchas de las estructuras de hormigón armado se muestran exentas de corrosión aun después de periodos muy prolongados de servicio. Ello es debido [...]

  • J. González, J. Algaba, C. Andrade
    British Corrosion Journal (1980). Vol. 15 (3), pp. 135-139

    Abstract
    In all published studies of cement carbonation there has been general agreement that it must be considered as a cause of generalised corrosion in reinforcements, but quantitative [...]

  • C. Andrade, G. Jauregui, J. González
    Materiales de Construcción (1981). Vol. 31 (183), pp. 45-52

    Abstract
    En el presente trabajo se aborda el estudio de la corrosión de armaduras, tanto desnudas como galvanizadas, producida por la penetración de agua de mar en nueve [...]

  • J. Gozález, C. Andrade
    British Corrosion Journal (1982). Vol. 17 (1), pp. 21-28

    Abstract
    The variation with time of the corrosion rates of galvanized steel and bare steel rebars has been studied as a function of the relative ambient humidity, mortar carbonation [...]

  • C. Andrade, J. González
    Silicates Industriels (1982). Vol. 47, pp. 289-295

    Abstract
    Les auteurs resument une serie de considerations theoriques sur l'incidence que les additions actives peuvent avoir dans la corrosion des armatures. Ensuite, ils attirent [...]

  • J. González, A. Vazquez, C. Andrade
    Matériaux et Construction (1982). Vol. 15, pp. 271-278

    Abstract
    Galvanisation of steel reinforcement has been usual practice for the last decades as a protection against certain types of aggressive agents. However, recent results, mostly [...]

  • A. Macías, C. Andrade
    British Corrosion Journal (1983). Vol. 18 (2), pp. 82-87

    Abstract
    The influence of the alkaline content of cement on the corrosion kinetics of galvanized reinforcements has been studied, by means of the polarisation resistance method, in [...]

  • A. Macías, C. Andrade
    British Corrosion Journal (1983). Vol. 18 (2), pp. 82-87

    Abstract
    The influence of the alkaline content of cement on the corrosion kinetics of galvanized reinforcements has been studied, by means of the polarisation resistance method, in [...]

  • M. Blanco-Varela, C. Andrade, A. Macías
    British Corrosion Journal (1984). Vol. 19 (1), pp. 41-48

    Abstract
    In previous work on galvanized reinforcements in contact with Ca-containing highly alkaline media the authors have reported the existence of a threshold pH below which the [...]

  • A. Molina, M. Blanco, C. Andrade
    International Congress on Metallic Corrosion (1984). Vol. 1, pp. 412-417

    Abstract
    Corrosion of galvanized reinforcements in concrete is controlled by three factors: the type of the cement, the type of metallographic structure and the humidity of conservation [...]

  • J. González, A. Vazquez, G. Jauregui, C. Andrade
    Materials and Structures (1984). Vol. 17 (6), pp. 409-414

    Abstract
    In the present work is described the effect of the characteristics of the galvanized coating on corrosion rate of reinforcing bars embedded in a concrete without additives [...]

  • A. Macías, C. Andrade
    British Corrosion Journal (1987). Vol. 22 (2), pp. 119-130

    Abstract
    A report is presented of the morphology and composition of the corrosion products formed on galvanized corrugated steel reinforcing bars immersed in 0·05–1·5M [...]

  • A. Macías, C. Andrade
    British Corrosion Journal (1987). Vol. 22 (3), pp. 162-171

    Abstract
    The corrosion behaviour of. galvanized bars was studied in 0·1–3 g Ca(OH)2 (pH 11·1–12·6) solutions designed to simulate the aqueous phase [...]

  • A. Macías, C. Andrade
    British Corrosion Journal (1987). Vol. 22 (2), pp. 113-118

    Abstract
    The behaviour of galvanized corrugated reinforcing bars has been studied in 0·001–1·5M solutions of KOH and NaOH designed to simulate aqueous environments [...]

  • A. Moragues, A. Macías, C. Andrade
    Cement and Concrete Research (1987). Vol. 17 (2), pp. 173-182

    Abstract
    A critical review is made on Frattini and Hansen's results on the equilibria of the different ions present in the aqueous solution of cement paste after mixing. These [...]

  • A. Macías, C. Andrade
    Cement and Concrete Research (1987). Vol. 17 (2), pp. 307-316

    Abstract
    In previous work on galvanized reinforcements in contact with Ca-containing highly alkaline media the authors have reported the existence of a threshold pH of 13.3 ± [...]

  • C. Andrade
    Materials and Structures (1987). Vol. 20, pp. 153-159

  • A. Marias, C. Andrade
    (1987). Proceedings of the Fourth International Conference on Durability of Building Materials and Components Singapore, 4–6, pp. 516-522

    Abstract
    In the present paper the accuracy of three electrochemical laboratory techniques in order to evaluate the corrosion rate of galvanized rods inmersed in solutions which simulate [...]

  • A. Moragues, A. Macías, C. Andrade, J. Losada
    Cement and Concrete Research (1988). Vol. 18 (3), pp. 342-350

    Abstract
    The chemical composition of synthetic solutions used to simulate the pore concrete solution was analyzed in Part I. It was not possible to match the experimental results obtained [...]

  • M. Sanjuan-Barbudo, A. Moragues, B. Bacle, C. Andrade
    MRS proceedings library (1991). Vol. 211 (71)

    Abstract
    The permeability of concrete to gases is of direct importance to the durability of concrete structures, because of carbon dioxide flowing through the concrete favour lime [...]

  • A. Macías, C. Andrade
    Corrosion Science (1990). Vol. 30 (4-5), pp. 393-407

    Abstract
    The behaviour of galvanized reinforced bars (rebars) in chloride-contaminated concrete is a very controversial matter not yet resolved. An extensive study of the behaviour [...]

  • C. Andrade, J. Lozano, V. Seguí, E. Hernández
    Informes de la Construcción (1992). Vol. 44 (419), pp. 65-70

    Abstract
    The observation of the premature degradations detected in High Alumina concretes due to the transformation and carbonation of this kind of cement has promoted the interest [...]

  • C. Andrade
    Cement and Concrete Research (1993). Vol. 23 (3), pp. 724-742

    Abstract
    A critical review is offered on the Rapid Chloride Permeability Test standarized by AASHTO, pointing out its limitations and errors but recognizing its contribution to the [...]

  • J. González, P. Rodríguez, C. Andrade, M. Benito
    Corrosion engineering (1995). Vol. 51 (2), pp. 145-152

    Abstract
    The ability of various electrochemical techniques to differentiate between areas of reinforcing steel (rebar) with high and low corrosion activity and to define the boundary [...]

  • L. Bertolini, F. Bolzoni, B. Elsener, C. Andrade
    Materiales de Construcción (1996). Vol. 46 (244), pp. 45-55

    Abstract
    Realkalisation and electrochemical chloride removal techniques, developed for rehabiliting carbonated and chloride-containing structures, are presented. Electrolysis and electromigration [...]

  • C. Andrade, J. Díez, C. Alonso
    Advanced Cement Based Materials (1997). Vol. 6 (2), pp. 39-44

    Abstract
    Concrete skin is considered the closest zone to the surface of concrete cover of reinforcements. It usually has a different composition than the internal concrete due to phenomena [...]

  • A. Sagues, E. Moreno, C. Andrade
    Cement and Concrete Research (1997). Vol. 27 (11), pp. 1747-1759

    Abstract
    Small amounts (0.4 cc) of neutral water placed in small cylindrical cavities (5 mm diameter) in concrete exposed to 100% relative humidity first developed a pH comparable [...]

  • C. Andrade
    Materials and Structures (1998). Vol. 31 (3), pp. 153-157

  • D. Ribé, C. Nombela, C. Andrade, F. Aguirre, M. Fisac, V. Mas, Á. García
    Informes de la Construcción (1998). Vol. 50 (456-457), pp. 3-13

    Abstract
       

  • C. Andrade
    Informes de la Construcción (1999). Vol. 51 (462), p. 3

  • A. Hidalgo, C. Andrade, C. Alonso
    L'industria Italiana del Cemento (2001). Vol. 766, pp. 498-507

    Abstract
    The present work describes an accelerated leaching method that with a rapid process allows to develop and evaluate cements for use in a nuclear disposal, and the understanding [...]

  • S. Shah, C. Andrade
    Materials and Structures (2002). Vol. 35 (8), p.446

    Abstract
    Progress has been made in American public education in the last 20 years, and the pending American Defense Education Act, inspired by the National Defense Education Act, would [...]

  • L. Amleh, C. Andrade, N. Buenfeld, B. Buhr
    (2003). Life-Cycle Cost Analysis and Design of Civil Infrastructures Systems, pp. 432-439

    Abstract
    Engineers have been dealing with deterioration in concrete structures since shortly after their initial use. Before 1980 deterioration was taken into consideration predominantly [...]

  • A. Hidalgo, L. Fernández, S. Petit, C. Alonso, C. Andrade
    Boletin de la Sociedad Española de Cerámica y Vidrio (2004). Vol. 43 (2), pp. 548-586

    Abstract
    The present work describes an accelerated leaching method that with a rapid process allows to develop and evaluate cements for use in a nuclear disposal, and the understanding [...]

  • C. Andrade
    (2004). Third International RILEM Workshop on Testing and Modelling Chloride Ingress into Concrete Editor(s): C. Andrade and J. Kropp Print-ISBN: 2-912143-48-9, pp. 93-104

    Abstract
    Chloride ingress leading to corrosion of embedded steel is the most detrimental process affecting the durability of reinforced concrete structures. Various authors have suggested [...]

  • C. Andrade
    IBRACON Mater J. (2005). Vol. 1, pp. 1-5

    Abstract
    Reinforcement corrosion is attracting research interest in many areas due to the economical consequences of the damage generated by the process. Several proposals can be found [...]

  • A. Muñoz, C. Andrade, A. Torres-Acosta
    Proceedings of the 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures (2007). Vol. 3, pp. 1857-1864

    Abstract
    Reinforcement corrosion is one of the most important phenomena that reduce the service life of the reinforced concrete structures. Steel corrosion reduces the strength and [...]

  • M. Prieto, A. Muñoz, C. Andrade
    Revue Européene de Génie Civil (2007). Vol. 11 (1-2), pp. 163-178

    Abstract
    This article describes the elasto-plastic model that has been applied to analyse the beams damaged by corrosion. CONTECVET Manual, which contains the principles of this kind [...]

  • M. Prieto, A. Noval, C. Andrade
    ECS Transactions (2010). Vol. 3 (13), pp. 20-42

    Abstract
    This paper shows how the corrosion and mechanical actions can be taken into account in a simple model for the assessment of structural elements. This work is framed in the [...]

  • J. Sánchez, P. Andrés, C. Andrade, J. Fullea
    Anales de Mecánica de la Fractura. (2010).

    Abstract
    Hydrogen embrittlement is believed to be one of the main reasons for cracking of structures under stress. High strength steels in these structures often include a ferritic [...]

  • I. Galan, C. Andrade, M. Prieto, P. Mora, J. López, M. Sanjuan-Barbudo
    Cemento y Hormigón (2010). Vol. 939, pp. 70-83

    Abstract
    Uno de los principales problemas relacionados con el cambio climático es el efecto invernadero, producido por la absorción parcial de la radiación infrarroja [...]

  • I. Galan, C. Andrade, P. Mora, J. López, M. Sanjuán, M. Prieto
    Proceedings of Special Technical Sessions. Second International Conference on Sustainable Construction Material s and Technologies (2010).

    Abstract
    Although carbonation of cement phases is well known, the amount of carbon dioxide combined during the process has been much less investigated. Related to the greenhouse effect [...]

  • C. Andrade
    Proceedings of 6th international conference on concrete under severe conditions (CONSEC '10) (2010).

    Abstract
    The calculation of the time to reinforcement corrosion and service life dura-tion is a subject of increasing interest. In present communication is explained how to use the [...]

  • C. Andrade, A. Muñoz, A. Torres-Acosto
    Concreto y cemento (2010). Vol. 1 (2), pp. 30-41

    Abstract
    La corrosión del refuerzo genera daños variados a estructuras de concreto que influyen en la capacidad de carga; entre estos daños se puede mencionar [...]

  • A. Guimarães, M. Climent, G. Vera, F. Vicente, C. Andrade
    Control and Building Materials (2011). Vol. 25 (2), pp. 785-790

    Abstract
    A recently proposed methodology for measuring the diffusion coefficient of chloride ions through concrete partially saturated with water, has been applied to five high-early-strength [...]

  • M. Prieto, P. Tanner, C. Andrade
    (2011). Modelling of Corroding Concrete Structures. RILEM Bookseries, vol 5, pp.231-241. Springer, Dordrecht

    Abstract
    The growing interest in upgrading existing reinforced concrete structures or extending their service life, and in ensuring greater durability in new designs, has led to a [...]

  • M. Sahmaran, V. Li, C. Andrade
    Materials Journal (2008). Vol. 105 (3), pp. 243-250

    Abstract
    This paper presents the results of an experimental investigation on steel-reinforced engineered cementitious composite (ECC) beams subjected to accelerated corrosion by an [...]

  • A. Castedo, J. Sánchez, J. Fullea, C. Andrade, P. Andrés
    (2011). Advances in Modeling Concrete Service Life. RILEM Bookseries, Vol 3, pp. 79-84. Springer, Dordrecht

    Abstract
    We have used Ab initio calculations to study the structural changes produced by the inclusion of light impurities into pure bcc iron. In order to obtain a clear picture of [...]

  • L. Toro, C. Andrade, J. Fullea, I. Martínez, N. Rebolledo
    (2011). Advances in Modeling Concrete Service Life. RILEM Bookseries, vol 3, pp. 53-63. Springer, Dordrecht

    Abstract
    It is commonly mentioned that in concrete chloride induced corrosion is controlled by the oxygen content in such a manner that in water saturated conditions no oxygen will [...]

  • C. Andrade, N. Rebolledo, F. Pedrosa
    ICCRRR 2012 (2012).

    Abstract
    Reinforcement corrosion develops due to the penetration of chlorides or of the carbonation front through the concrete pores and corrosion develops if enough moisture is present. [...]

  • C. Andrade
    Informes de la Construcción (1982). Vol. 33 (339), pp. 33-41

    Abstract
    La investigación en el campo de la corrosión de armaduras ha ido siempre muchos años con retraso respecto de los avances conseguidos en otros campos de [...]

  • C. Andrade, J. González
    Materiales de Construcción (1978). Vol. 28 (169), pp. 49-62

    Abstract
    El estudio del efecto de un determinado aditivo sobre la corrosión de las armaduras, o el de un hormigón con fisuras, o sometido a ambientes marinos o, en fin, [...]

  • C. Andrade, S. Algaba, J. González
    Materiales de Construcción (1981). Vol. 31 (181), pp. 45-53

    Abstract
    Los componentes ácidos de la atmósfera, en particular el CO<sub>2</sub>, pueden neutralizar (carbonatar) el electrólito que llena los poros [...]

  • B. Perepérez, E. Barberá, C. Andrade
    Informes de la Construcción (2012). Vol. 38 (388), pp. 17-24

    Abstract
    The deterioration of concrete structures is the result of the interaction between them and the environment. In this study, comments are made on the most decisive environmental [...]

  • M. Pérez, F. Triviño, C. Andrade
    Materiales de Construcción (2012). Vol. 31 (182), pp. 49-68

    Abstract
    El cemento aluminoso, cuya obtención se basa en la fusión de bauxita y caliza, ha demostrado desde que fue patentado en Francia, en 1908 por Cementos Lafarge, [...]

  • M. Blanco-Varela, C. Andade, A. Macías
    Materiales de Construcción (2012). Vol. 34 (195), pp. 55-66

    Abstract
    In previous work on galvanized reinforcements in contact with Ca-containing highly alkaline media, the authors have reported the existence of a threshold pH below whith such [...]

  • C. Andrade, J. Rodríguez
    Informes de la Construcción (2012). Vol. 38 (383), pp. 49-53

    Abstract
    En un sistema de las características del presente, los elementos metálicos que pueden sufrir corrosión son principalmente la malla y los conectores que [...]

  • W. López, S. Feliu, J. González, C. Andrade
    Materiales de Construcción (2012). Vol. 41 (223), pp. 5-17

    Abstract
    Steel in contact with fresh concrete is covered by a layer of passivating oxydes due to the alkaline nature of the pore solution. The presence of oxygen plays an important [...]

  • M. Gómez, C. Andrade
    Materiales de Construcción (2012). Vol. 38 (212), pp. 5-20

    Abstract
    Gypsum is a relatively lovi/-cost building material much abounding in our country. When it is put in contact with steel, it may produce high corrosion rates due to its pH [...]

  • C. Andrade, A. Macías
    Materiales de Construcción (2012). Vol. 31 (184), pp. 83-93

    Abstract
    Las armaduras galvanizadas han mostrado un comportamiento errático en los ensayos llevados a cabo hasta ahora, encontrándose en la literatura datos muy contradictorios. [...]

  • A. Macías, C. Andrade
    Materiales de Construcción (2012). Vol. 36 (204), pp. 19-28

    Abstract
    In previous works on galvanized reinforcements in contact with Ca- containing highly alkaline media, the authors have reported the existence of a threshold pH of 13,3 ± [...]

  • C. Andrade
    Informes de la Construcción (2012). Vol. 44 (422), pp. 39-48

    Abstract
    Until recently has not become evident the magnitude of the problem that the corrosion of the reinforcement supposes for concrete technology. That is why, when aluminous cement [...]

  • C. Andrade
    Informes de la Construcción (2012). Vol. 40 (398), pp. 7-14

    Abstract
    During the last 20 years, the corrosion of concrete rebars is increasily being considered a major problem due the high costs spent by some Governments on repair and of civil [...]

  • J. Rodríguez, C. Andrade
    Informes de la Construcción (2012). Vol. 36 (366), pp. 37-52

    Abstract
    Cracks appears in reinforced concrete structures as something inherent to the material they are composed. Causes of diverse kind advise to control this cracking, considering [...]

  • M. Prieto, P. Tanner, C. Andrade, F. Tavares, R. D'Andrea
    Construction and Building Materials (2013). Vol. 39, pp. 9-18

    Abstract
    The design of concrete structures is usually made by means of a performance approach based on strength tests carried out following testing conditions agreed by convention. [...]

  • H. Figueiras, S. Nunes, J. Coutinho, C. Andrade
    Cement and Concrete Research (2014). Vol. 45, pp. 209-226

    Abstract
    In the last years many approaches to design SCC have been developed, but it remains a very complex process since it is necessary to manipulate several variables and understand [...]

  • J. Rodríguez, C. Andrade, D. Izquierdo, P. Tanner
    Hormigón y Acero (2014). Vol. 65 (272), pp. 123-132

    Abstract
    The reinforcement corrosion is one of the major problems with relevant economic impact in the life cycle of concrete structures and that is why it is necessary to optimize [...]

  • C. Andrade, R. Martínez, M. Sanjuán
    Hormigón y Acero (2014). Vol. 65 (272), pp. 133-140

    Abstract
    The CEN/TC 250/SC2 and TC104/SC1 Committees have established a Joint Working Group, JWG TC250/TC104, in order to review all the durability aspects related to durability in [...]

  • C. Andrade
    Structural Concrete (2015). Vol. 16 (2), pp. 1-2

  • S. Tang, Y. Yao, C. Andrade, Z. Li
    Cement and Concrete Research (2015). Vol. 78 (Part A), pp. 143-154

    Abstract
    The durability of concrete has attracted significant attention over the past several decades and is still a research hotspot until now. This paper reviews and discusses [...]

  • M. Prieto, P. Tanner, C. Andrade
    Materials and Structures (2016). Vol. 49, pp. 4749-4763

    Abstract
    With the growth and ageing of the stock of existing structures, structural assessment and retrofitting are fast acquiring a significant role in the construction industry. [...]

  • C. Andrade, A. Cesetti, G. Mancini, F. Tondolo
    Structural Concrete (2016). Vol. 17 (4), pp. 533-540

    Abstract
    The corrosion of reinforcement in concrete is the most common degradation phenomenon of reinforced concrete structures. Reinforced concrete elements subjected to corrosion [...]

  • S. Chinchón-Payá, C. Andrade, S. Chinchón-Yepes
    Cement and Concrete Research (2016). Vol. 82, pp. 87-91

    Abstract
    A method to substitute the recognized toxic phenolphthalein in mortars and concretes is proposed. It comprises putting a portland cement sample in contact with an innocuous [...]

  • T. Rosseel, I. Maruyama, Y. Pape, O. Kontani, A. Giorla, I. Remec, J. Wall, M. Sircar, C. Andrade, M. Ordoñez
    Journal of Advanced Concrete Technology (2016). Vol. 14 (7), pp. 368-383

    Abstract
    A review of the current state of knowledge on the effects of radiation on concrete in nuclear power production applications is presented. Emphasis is placed on the effects [...]

  • F. Xi, S. Davis, P. Ciais, D. Crawford-Brown, D. Guan, C. Pade, T. Shi, M. Syddall, J. Lv, L. Ji, L. Bing, J. Wang, . Wei, K. Yang, B. Lagerblad, I. Galan, C. Andrade, Y. Zhang, Z. Liu
    Nature Geoscience (2016). Vol. 9, pp. 880-883

    Abstract
    Calcination of carbonate rocks during the manufacture of cement produced 5% of global CO2 emissions from all industrial process and fossil-fuel combustion in 20131,2. [...]

  • F. Pedrosa, C. Andrade
    Construction and Building Materials (2017). Vol. 133, pp. 525-533

    Abstract
    Reinforcement corrosion leads to several damage types that influence the structure service lifetime, among which can be mentioned the cracking of concrete cover due to the [...]

  • L. Saucedo-Mora, C. Andrade, C. López, J. Sánchez, A. Zamora
    Structural Control and Health Monitoring (2017). Vol. 25 (1), pp. 1-11

    Abstract
    The reinforced concrete structures need to be monitored to ensure their structural integrity, but sometimes those measurements are very local, and the instrument is complex [...]

  • J. Sánchez, J. Fullea, C. Andrade
    Theoretical and Applied Fracture Mechanics (2017). Vol. 92, pp. 229-232

    Abstract
    Steel rebar corrosion is the main cause of reinforced concrete structure deterioration and shortened service life. A number of corrosion mechanisms induce geometric flaws [...]

  • Z. Yang, R. Polder, J. Col, C. Andrade
    Cement and Concrete Research (2017). Vol. 100, pp. 186-202

    Abstract
    Two modified Mg-Al hydrotalcites (MHTs), (MHT-pAB and MHT-NO2) were incorporated into mortar (with different w/c ratios) in two different ways: (1) as one of the [...]

  • C. Andrade
    Journal of Structural Integrity and Maintenance (2017). Vol. 2 (4), pp. 200-208

    Abstract
    The relatively premature failure of structures by steel corrosion has increased interest in incorporating to the standards calculation of the time to corrosion. These models [...]

  • J. Sánchez, J. Fullea, C. Andrade
    Engineering Fracture Mechanics (2017). Vol. 186, pp. 410-422

    Abstract
    Stress corrosion cracking, a mechanism governing steel deterioration, has yet to be fully understood. This article introduces a supplement to the surface mobility mechanism [...]

  • C. Andrade
    ALCONPAT (2018). Vol. 8 (3), pp. 264-279

    Abstract
    This paper describes the use of concrete electrical resistivity as durability performance parameter and the complementary information that resistivity can provide like: setting [...]

  • C. Andrade
    ALCONPAT (2018). Vol. 8 (3), pp. I-V

    Abstract
    Anniversaries are a good excuse to make some summaries of historical events. Very briefly, some advances made from the initial research in the speciality of reinforcement [...]

  • E. Pazini, C. Andrade
    ALCONPAT (2018). Vol. 8 (3), pp. 288-301

    Abstract
    The present work evaluates the influence of five different types of coatings applied on the rebar on apparent diffusion coefficient of oxygen (Dap (O2)) and on the corrosion [...]

  • A. Panchón-Montaño, J. Sánchez, C. Andrade, J. Fullea, E. Moreno, V. Matres
    Construction and Building Materials (2018). Vol. 189, p. 1303

    Abstract
    The authors regret that Equation 1: 30%w Ni not is correct. Should be changed to 30%w N, so that is; PREn = %w Cr + 3.3%w Mo + 30%w N-%w Mn. Footnote in [...]

  • A. Panchón-Montaño, J. Sánchez, C. Andrade, J. Fullea, E. Moreno, V. Matres
    Construction and Building Materials (2018). Vol. 186, pp. 495-502

    Abstract
    Stainless steel rebars is used to lengthen the service life of structures in aggressive media. Corrosion resistance was studied in five grades of mortar-embedded stainless [...]

  • C. Andrade, M. Sanjuán
    Sustainability (2018). Vol. 10 (12), pp. 1-15

    Abstract
    The fabrication of cement clinker releases CO2 due to the calcination of the limestone used as raw mater