Finite element analysis of the free surface effects on the mechanical behavior of thin nickel polycrystalsKeller, Clément ; ; Habraken, Anne et alin International Journal of Plasticity (2012), 29 The miniaturization of metallic samples has been proved to deeply affect their mechanical properties leading to a softening or a hardening effect depending on the order of the dimension reduction. The ... [more ▼] The miniaturization of metallic samples has been proved to deeply affect their mechanical properties leading to a softening or a hardening effect depending on the order of the dimension reduction. The objective of this work is to provide new numerical results which explain the softening mechanisms on the mechanical behavior for nickel polycrystals which have been experimentally characterized by the authors in a previous published paper (Keller et al., 2011). Based on a strain gradient crystalline plasticity model identified for nickel, simulations of tensile tests were performed for samples with different thicknesses and grain sizes. The simulations correctly reproduce the softening effect linked to a decrease in the thickness and in the number of grains across the thickness. The analysis of the plasticity mechanisms shows that the softening is due to surface effects which are discussed in terms of grain orientations, dislocation mean free path and long-range back-stress. The model also predicts a hardening mechanism for further dimension reduction if the samples have only grain boundaries perpendicular to the tensile direction. In this case, the modification of the mechanical behavior is due to strain gradients formation. [less ▲] Detailed reference viewed: 45 (14 ULg) Finite element based models for the analysis of bolted beam-to-column steel connections; Jaspart, Jean-Pierre ![]() in Proceedings of the IABSE Colloquium on Semi-Rigid Structural Connections (1996) Detailed reference viewed: 7 (0 ULg) A finite element code for subsidence problems: LAGAMINECharlier, Robert ; Radu, Jean-Pol ; in Bulletin of Engineering Geology & the Environment (1993), 47(1 / avril), 5-11 Detailed reference viewed: 228 (19 ULg) Finite Element Comparative Study of Ship Structural DetailsRigo, Philippe ; in Marine Structures (1998) Detailed reference viewed: 37 (1 ULg) Finite element computation of electromechanical micro-switches and micro-pump actuators; Rochus, Véronique ; Golinval, Jean-Claude ![]() Conference given outside the academic context (2004) a new methodology to model the electromechanical behavior of microscale system components is presented. The original approach proposed in this paper is based on a unified FE formulation of the strong ... [more ▼] a new methodology to model the electromechanical behavior of microscale system components is presented. The original approach proposed in this paper is based on a unified FE formulation of the strong electromechanical interaction problem, in which both the electric and the mechanical fields are considered simultaneously. To this aim, finite elements based on the Mindlin shell theory are implemented. In order to illustrate the proposed methodology, numerical results are presented on the modelling and simulation of microscale electromechanical switches and microscale pump actuators. [less ▲] Detailed reference viewed: 25 (3 ULg) Finite Element Computation of Nonlinear Normal ModesRenson, Ludovic ; Deliège, Geoffrey ; Noels, Ludovic et alin Fifth International Conference on Advanced COmputational Methods in ENgineering (2011) Detailed reference viewed: 30 (5 ULg) Finite element computation of nonlinear normal modes of nonconservative systemsRenson, Ludovic ; Deliège, Geoffrey ; Kerschen, Gaëtan ![]() in Proceedings of the ISMA 2012 conference (2012, September) Modal analysis, i.e., the computation of vibration modes of linear systems, is really quite sophisticated and advanced. Even though modal analysis served, and is still serving, the structural dynamics ... [more ▼] Modal analysis, i.e., the computation of vibration modes of linear systems, is really quite sophisticated and advanced. Even though modal analysis served, and is still serving, the structural dynamics community for applications ranging from bridges to satellites, it is commonly accepted that nonlinearity is a frequent occurrence in engineering structures. Because modal analysis fails in the presence of nonlinear dynamical phenomena, the development of a practical nonlinear analog of modal analysis is the objective of this research. Progress in this direction has been made recently with the development of numerical techniques (harmonic balance, continuation of periodic solutions) for the computation of nonlinear normal modes (NNMs). Because these methods consider the conservative system, this study targets the computation of NNMs for nonconservative systems, i.e. defined as invariant manifolds in phase space. Specifically, a new finite element technique is proposed to solve the set of partial differential equations governing the manifold geometry. The algorithm is demonstrated using different two-degree-of-freedom systems. [less ▲] Detailed reference viewed: 33 (8 ULg) Finite Element Computational Homogenization for Heterogeneous Materials in MagnetodynamicsNiyonzima, Innocent ; Vazquez Sabariego, Ruth ; Dular, Patrick et alin Proceedings of the Fifth International Conference on Advanced COmputational Methods in ENgineering (ACOMEN 2011) (2011, November) Detailed reference viewed: 15 (7 ULg) Finite Element Computational Homogenization of Nonlinear Multiscale Materials in MagnetostaticsNiyonzima, Innocent ; V Sabariego, Ruth ; Dular, Patrick et alin 18th Conference on the Computation of Electromagnetic Fields (COMPUMAG2011) (2011) This paper deals with the modelling of nonlinear multiscale materials in magnetostatics by means of a finite element computational homogenization method. The method couples a macroscale problem with many ... [more ▼] This paper deals with the modelling of nonlinear multiscale materials in magnetostatics by means of a finite element computational homogenization method. The method couples a macroscale problem with many microscale problems. During the upscaling step, the homogenized magnetic permeability and its derivative with respect to the magnetic field are calculated from the microscale solution and transferred to the macroscale. The downscaling step consists in imposing proper boundary conditions for the microscale problems from the macroscale solution. Results are validated by comparison with those obtained with classical finite element brute force approach. [less ▲] Detailed reference viewed: 74 (15 ULg) Finite Element Computational Homogenization of Nonlinear Multiscale Materials in MagnetostaticsNiyonzima, Innocent ; V Sabariego, Ruth ; Dular, Patrick et alin IEEE Transactions on Magnetics (2012), 48(2), 587-590 The increasing use of composite materials in the technological industry (automotive, aerospace, ...) requires the development of effective models that account for the complexity of the microstructure of ... [more ▼] The increasing use of composite materials in the technological industry (automotive, aerospace, ...) requires the development of effective models that account for the complexity of the microstructure of these materials and the nonlinear behaviour they can exhibit. In this paper we develop a multiscale computational homogenization method for modelling nonlinear multiscale materials in magnetostatics based on the finite element method. The method solves the macroscale problem by getting data from certain microscale problems around some points of interest. The missing nonlinear constitutive law at the macroscale level is derived through an upscaling from the microscale solutions. The downscaling step consists in imposing a source term and determining proper boundary conditions for microscale problems from the macroscale solution. For a two-dimensional geometry, results are validated by comparison with those obtained with a classical brute force finite element approach and a classical homogenization technique. The method provides a good overall macroscale response and more accurate local data around points of interest. [less ▲] Detailed reference viewed: 66 (18 ULg) Finite element computations of hydro mechanical coupled problem using a local second gradient model; Collin, Frédéric ![]() Conference (2005) Detailed reference viewed: 4 (1 ULg) Finite Element Discretizations to Evaluate Electrostatic Forces Around Corners; ; Rochus, Véronique ![]() (2007) Detailed reference viewed: 5 (1 ULg) A finite element for thermo-mechanical problems.; Charlier, Robert ; Cescotto, Serge ![]() in Proceedings Numiform Conference Göteborg (1986, August) Detailed reference viewed: 9 (2 ULg) A finite element formulation for spectral problems in optical fibers; ; et al in COMPEL (2001), 20(1), 120--131 Detailed reference viewed: 6 (2 ULg) Finite element grid optimization with geometric approach; Fleury, Claude ![]() in The 33rd Aiaa/Asme/Asce/Ahs/Asc Structures, Structural Dynamics and Materials Conference: April 13-15, 1992/Dallas, Tx (1992) Detailed reference viewed: 1 (1 ULg) Finite element investigation of size effects on the mechanical behavior of nickel single crystals; Habraken, Anne ; Duchene, Laurent ![]() in Materials Science & Engineering : A (2012), 550(30), 342-349 The influence of dimensions on the mechanical behavior of f.c.c. single crystals with dimensions larger than a few micrometers has been the topic of many experimental investigations and controversies ... [more ▼] The influence of dimensions on the mechanical behavior of f.c.c. single crystals with dimensions larger than a few micrometers has been the topic of many experimental investigations and controversies during the 1970s and this question is still open. The objective of this article is to shed new light on this point by performing finite element simulations thanks to a strain gradient crystal plasticity model. Based on the model identification for nickel, several single crystal samples with various thicknesses and orientations were tested numerically in tension. The effect of dimensions was then analyzed considering the spatial distribution of dislocation densities. Near loading boundaries, dislocation density gradients appeared perpendicular to the Burgers vector direction of the primary activated slip system which modified the mechanical behavior. These gradients are discussed in terms of boundary conditions, crystal orientation and dislocation interactions with surfaces. [less ▲] Detailed reference viewed: 14 (4 ULg) Finite Element Magnetic Models via a Coupling of Subproblems of Lower DimensionsDular, Patrick ; V Sabariego, Ruth ; Geuzaine, Christophe et alin IEEE Transactions on Magnetics (2010), 46(8), 2827-2830 Model refinements of magnetic circuits are performed via a subdomain finite element method based on a perturbation technique. A complete problem is split into subproblems, some of lower dimensions, to ... [more ▼] Model refinements of magnetic circuits are performed via a subdomain finite element method based on a perturbation technique. A complete problem is split into subproblems, some of lower dimensions, to allow a progression from 1-D to 3-D models. Its solution is then expressed as the sum of the subproblem solutions supported by different meshes. A convenient and robust correction procedure is proposed allowing independent overlapping meshes for both source and reaction fields, the latter being free of cancellation error in magnetic materials. The procedure simplifies both meshing and solving processes, and quantifies the gain given by each model refinement on both local fields and global quantities. [less ▲] Detailed reference viewed: 34 (6 ULg) A finite element method for poro mechanical modelling of geotechnical problems using local second gradient modelsCollin, Frédéric ; ; Charlier, Robert ![]() in International Journal for Numerical Methods in Engineering (2006), 65(11), 1749-1772 In this paper, a new finite element method is described and applied. It is based on a theory developed to model poromechanical problems where the mechanical part is obeying a second gradient theory. The ... [more ▼] In this paper, a new finite element method is described and applied. It is based on a theory developed to model poromechanical problems where the mechanical part is obeying a second gradient theory. The aim of such a work is to properly model the post localized behaviour of soils and rocks saturated with a pore fluid. Beside the development of this new Coupled theory, a corresponding finite element method has been developed. The elements used are based on a weak form of the relation between the deformation gradient and the second gradient, using a field of Lagrange multipliers. The global problem is solved by a system of equations where the kinematic variables are fully coupled with the pore pressure. Some numerical experiments showing the effectiveness of the method ends the paper. Copyright (c) 2005 John Wiley [less ▲] Detailed reference viewed: 90 (10 ULg) A finite element method for thermomechanical simulation of materials submitted to high strain rates with an implicit approachJeunechamps, Pierre-Paul ; Ponthot, Jean-Philippe ![]() in 7th National Congress on Theoretical and Applied Mechanics (2006) Detailed reference viewed: 11 (1 ULg) Finite element model for the extension of the direct strength method to hot-rolled profile cross-sectionsLi, Yongzhen ; Rossi, Barbara ![]() in Proceedings of the 12th Nordic Steel Construction Conference (2012, September 05) Abstract: In the present research, a geometrically and materially nonlinear analysis using the FE method has been conducted to evaluate the resistance of axially compressed hot-rolled H profile cross ... [more ▼] Abstract: In the present research, a geometrically and materially nonlinear analysis using the FE method has been conducted to evaluate the resistance of axially compressed hot-rolled H profile cross-sections. The FE model was firstly duly verified against experimental data and then used to carry a parametric analysis. The goal of the analysis is to propose a new Direct Strength Method (DSM) strength curve intended for calculating the resistance of non-compact and slender hot-rolled H profile cross-sections. [less ▲] Detailed reference viewed: 23 (6 ULg) |
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