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Published on 01/01/2010
DOI: 10.1016/j.cma.2010.04.005
Licence: CC BY-NC-SA license
Web of Science Core Collection® Times cited: 65
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OpenCitations.net - Citing documents:
- B. Trinh, K. Hackl. Performance of mixed and enhanced finite elements for strain localization in hypoplasticity. Int. J. Numer. Anal. Meth. Geomech. 36(9) (2011) DOI 10.1002/nag.1042
- S. Saloustros, L. Pelà, M. Cervera, P. Roca. An Enhanced Finite Element Macro-Model for the Realistic Simulation of Localized Cracks in Masonry Structures: A Large-Scale Application. International Journal of Architectural Heritage 12(3) (2017) DOI 10.1080/15583058.2017.1323245
- J. Droniou, B. Lamichhane. Gradient schemes for linear and non-linear elasticity equations. Numer. Math. 129(2) (2014) DOI 10.1007/s00211-014-0636-y
- T. Blanc, M. Pastor. A stabilized Runge-Kutta, Taylor smoothed particle hydrodynamics algorithm for large deformation problems in dynamics. Int. J. Numer. Meth. Engng 91(13) (2012) DOI 10.1002/nme.4324
- W. Liu, Q. Yang, S. Mohammadizadeh, X. Su. An efficient augmented finite element method for arbitrary cracking and crack interaction in solids. Int. J. Numer. Meth. Engng 99(6) (2014) DOI 10.1002/nme.4697
- G. Scovazzi, B. Carnes, X. Zeng, S. Rossi. A simple, stable, and accurate linear tetrahedral finite element for transient, nearly, and fully incompressible solid dynamics: a dynamic variational multiscale approach. Int. J. Numer. Meth. Engng 106(10) (2015) DOI 10.1002/nme.5138
- X. Zeng, G. Scovazzi, N. Abboud, O. Colomés, S. Rossi. A dynamic variational multiscale method for viscoelasticity using linear tetrahedral elements. Int J Numer Methods Eng 112(13) (2017) DOI 10.1002/nme.5591
- N. Abboud, G. Scovazzi. Elastoplasticity with linear tetrahedral elements: A variational multiscale method. Int J Numer Methods Eng 115(8) (2018) DOI 10.1002/nme.5831
- C. Kadapa. Novel quadratic Bézier triangular and tetrahedral elements using existing mesh generators: Applications to linear nearly incompressible elastostatics and implicit and explicit elastodynamics. Int J Numer Methods Eng 117(5) (2018) DOI 10.1002/nme.5967
- C. Kadapa. Novel quadratic Bézier triangular and tetrahedral elements using existing mesh generators: Extension to nearly incompressible implicit and explicit elastodynamics in finite strains. Int J Numer Methods Eng 119(2) (2019) DOI 10.1002/nme.6042
- N. Nodargi, P. Bisegna. A mixed finite element for the nonlinear analysis of in‐plane loaded masonry walls. Int J Numer Methods Eng 120(11) (2019) DOI 10.1002/nme.6179
- M. Botti, D. Di Pietro, P. Sochala. A Hybrid High-Order Method for Nonlinear Elasticity. SIAM J. Numer. Anal. 55(6) DOI 10.1137/16m1105943
- M. Cervera, M. Chiumenti, R. Codina. Mesh objective modeling of cracks using continuous linear strain and displacement interpolations. Int. J. Numer. Meth. Engng. 87(10) (2011) DOI 10.1002/nme.3148
- E. Moreno, M. Cervera. Elementos finitos mixtos estabilizados para flujos confinados de Bingham y de Herschel-Bulkley. ParteI: Formulación. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería 32(2) DOI 10.1016/j.rimni.2015.02.004
- N. Lafontaine, R. Rossi, M. Cervera, M. Chiumenti. Formulación mixta estabilizada explícita de elementos finitos para sólidos compresibles y quasi-incompresibles. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería 33(1-2) DOI 10.1016/j.rimni.2015.09.003
- N. Lafontaine, M. Cervera, R. Rossi, M. Chiumenti. Una formulación mixta estabilizada explícita para plasticidad con localización de deformaciones. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería 33(3-4) DOI 10.1016/j.rimni.2016.06.001
- J. Wu, M. Cervera. Strain Localization of Elastic-Damaging Frictional-Cohesive Materials: Analytical Results and Numerical Verification. Materials 10(4) (2017) DOI 10.3390/ma10040434
- I. Iaconeta, A. Larese, R. Rossi, Z. Guo. Comparison of a Material Point Method and a Galerkin Meshfree Method for the Simulation of Cohesive-Frictional Materials. Materials 10(10) (2017) DOI 10.3390/ma10101150
- F. Zárate, E. Oñate. A simple FEM–DEM technique for fracture prediction in materials and structures. Comp. Part. Mech. 2(3) (2015) DOI 10.1007/s40571-015-0067-2
- J. González, F. Zárate, E. Oñate. Pulse fracture simulation in shale rock reservoirs: DEM and FEM–DEM approaches. Comp. Part. Mech. 5(3) (2017) DOI 10.1007/s40571-017-0174-3
- F. Zárate, A. Cornejo, E. Oñate. A three-dimensional FEM–DEM technique for predicting the evolution of fracture in geomaterials and concrete. Comp. Part. Mech. 5(3) (2017) DOI 10.1007/s40571-017-0178-z
- M. Botti, D. Di Pietro, P. Sochala. A Hybrid High-Order Discretization Method for Nonlinear Poroelasticity. 0(0) DOI 10.1515/cmam-2018-0142
- W. He, Y. Xu, Y. Cheng, P. Jia, T. Fu. Tension-Compression Damage Model with Consistent Crack Bandwidths for Concrete Materials. Advances in Civil Engineering 2019 DOI 10.1155/2019/2810108
- J. Jung, Q. Yang. A two-dimensional augmented finite element for dynamic crack initiation and propagation. Int J Fract 203(1-2) (2016) DOI 10.1007/s10704-016-0129-3
- Z. Sun, X. Yan, W. Han, G. Ma, Y. Zhang. Simulating the Filtration Effects of Cement-Grout in Fractured Porous Media with the 3D Unified Pipe-Network Method. Processes 7(1) (2019) DOI 10.3390/pr7010046
- C. de Saracibar, M. Chiumenti, M. Cervera, N. Dialami, A. Seret. Computational Modeling and Sub-Grid Scale Stabilization of Incompressibility and Convection in the Numerical Simulation of Friction Stir Welding Processes. Arch Computat Methods Eng 21(1) (2014) DOI 10.1007/s11831-014-9094-z
- S. Saloustros, M. Cervera, L. Pelà. Challenges, Tools and Applications of Tracking Algorithms in the Numerical Modelling of Cracks in Concrete and Masonry Structures. Arch Computat Methods Eng 26(4) (2018) DOI 10.1007/s11831-018-9274-3
- E. Benvenuti, A. Tralli. Simulation of finite-width process zone in concrete-like materials by means of a regularized extended finite element model. Comput Mech 50(4) (2012) DOI 10.1007/s00466-012-0685-y
- N. Lafontaine, R. Rossi, M. Cervera, M. Chiumenti. Explicit mixed strain-displacement finite element for dynamic geometrically non-linear solid mechanics. Comput Mech 55(3) (2015) DOI 10.1007/s00466-015-1121-x
- M. Petracca, L. Pelà, R. Rossi, S. Oller, G. Camata, E. Spacone. Regularization of first order computational homogenization for multiscale analysis of masonry structures. Comput Mech 57(2) (2015) DOI 10.1007/s00466-015-1230-6
- M. Cervera, N. Lafontaine, R. Rossi, M. Chiumenti. Explicit mixed strain–displacement finite elements for compressible and quasi-incompressible elasticity and plasticity. Comput Mech 58(3) (2016) DOI 10.1007/s00466-016-1305-z
- M. Cervera, G. Barbat, M. Chiumenti. Finite element modeling of quasi-brittle cracks in 2D and 3D with enhanced strain accuracy. Comput Mech 60(5) (2017) DOI 10.1007/s00466-017-1438-8
- I. Iaconeta, A. Larese, R. Rossi, E. Oñate. A stabilized mixed implicit Material Point Method for non-linear incompressible solid mechanics. Comput Mech 63(6) (2018) DOI 10.1007/s00466-018-1647-9
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