[1] . Coulomb frictional contact by explicit projection in the cone for finite displacement quasi-static problems. Computational Mechanics, 55(1):57—72, 2015.
[2] . A constitutive-based element-by-element crack propagation algorithm with local mesh refinement. Computational Mechanics, 56(2):291—315, 2015.
[3] . A comment on the article "A finite element method for simulation of strong and weak discontinuities in solid mechanics" By A. Hansbo and P. Hansbo [Comput. methods Appl. Mech. Engrg. 193 (2004) 3523-3540]. Computer Methods in Applied Mechanics and Engineering, 195(9-12):1275-1276, 2006.
[4] . Analysis of three-dimensional crack initiation and propagation using the extended finite element method. International Journal For Numerical Methods in Engineering, 63(5):760-788, 2005.
[5] . Non-linear analysis of shells with arbitrary evolving cracks using XFEM. International Journal For Numerical Methods in Engineering, 62(3):384-415, 2005.
[6] . Two-scale shear band evolution by local partition of unity. International Journal For Numerical Methods in Engineering, 66(5):878-910, 2006.
[7] . Analysis of finite strain anisotropic elastoplastic fracture in thin plates and shells. Journal of Aerospace Engineering, 19(4):259-270, 2006.
[8] . Two-scale method for shear bands: Thermal effects and variable bandwidth. International Journal For Numerical Methods in Engineering, 72(6):658-696, 2007.
[9] . A simple assumed-strain quadrilateral shell element for finite strains and fracture. Eng Comput, 2014. In Press.
[10] . Strong displacement discontinuities and lagrange multipliers: finite displacement formulation in the analysis of fracture problems. Latin American Journal of Solids and Structures, 2:77-88, 2005.
[11] . Arbitrary bi-dimensional finite strain cohesive crack propagation. Computational Mechanics, 45(1):61-75, 2009.
[12] . A new semi-implicit formulation for multiple-surface flow rules in multiplicative plasticity. Computational Mechanics, 49(5):545-564, 2012.
[13] . Asymmetric quadrilateral shell elements for finite strains. Computational Mechanics, 52(1):81-97, 2013. URL
[14] . Element-wise algorithm for modeling ductile fracture with the Rousselier yield function. Computational Mechanics, 52(6):1429-1443, 2013.
[15] . Exact corotational shell for finite strains and fracture. Computational Mechanics, 48(4):385-406, 2011.
[16] . Experimental and finite element analysis of human skin elasticity. 2003 Advances in Bioengineering:303-304, 2003.
[17] . Stabilized four-node tetrahedron with nonlocal pressure for modeling hyperelastic materials. International Journal For Numerical Methods in Engineering, 76(8):1185-1201, 2008.
[18] . Finite element formulation for modeling nonlinear viscoelastic elastomers. Computer Methods in Applied Mechanics and Engineering, 197(51-52):4702-4717, 2008.
[19] . An alternative formulation for quasi-static frictional and cohesive contact problems. Computational Mechanics, 53(4):807-824, 2014.
[20] . Initially rigid cohesive laws and fracture based on edge rotations. Computational Mechanics, 52(4):931-947, 2013.
[21] . Implicit solutions with consistent additive and multiplicative components. Finite Elements in Analysis and Design, 57:15-31, 2012.
[22] . Asymmetric quadrilateral shell elements for finite strains. Computational Mechanics, 52(1):81-97, 2013.
[23] . Assumed-metric spherically interpolated quadrilateral shell element. Finite Elements in Analysis and Design, 66:53-67, 2013.
[24] . Asymmetric Shell Elements Based on a Corrected Updated-Lagrangian Approach. Cmes-Computer Modeling in Engineering & Sciences, 88(6):475-506, 2012. URL
[25] . Element-wise fracture algorithm based on rotation of edges. Engineering Fracture Mechanics, 110:113-137, 2013.
[26] . A semi-implicit finite strain shell algorithm using in-plane strains based on least-squares. Computational Mechanics, 55(4):673-696, 2015. URL http://dx.doi.org/10.1007/s00466-015-1130-9.
[27] . Finite strain fracture of plates and shells with configurational forces and edge rotations. International Journal for Numerical Methods in Engineering, 94(12):1099-1122, 2013. URL
[28] . Smooth finite strain plasticity with non-local pressure support. International Journal For Numerical Methods in Engineering, 81(1):106-134, 2010.
[29] . Quasi-static crack propagation in plane and plate structures using set-valued traction-separation laws. International Journal For Numerical Methods in Engineering, 74(3):475-505, 2008.
[30] . Finite strain plasticity, the stress condition and a complete shell model. Computational Mechanics, 45(2-3):189-209, 2010.
[31] . Damage-based fracture with electro-magnetic coupling. Computational Mechanics, 51(5):629-640, 2013. URL
[32] . Analysis of fracture in thin shells by overlapping paired elements. Computer Methods in Applied Mechanics and Engineering, 195(41-43):5343-5360, 2006.
[33] . Finite-strain quadrilateral shell element based on discrete Kirchhoff-Love constraints. International Journal For Numerical Methods in Engineering, 64(9):1166-1206, 2005.
[34] . A damage model for ductile crack initiation and propagation. Computational Mechanics, 47(6):641-656, 2011.
[35] . Strong displacement discontinuities and Lagrange multipliers in the analysis of finite displacement fracture problems. Computational Mechanics, 35(1):54-71, 2004.
[36] . Analysis of 3D problems using a new enhanced strain hexahedral element. International Journal For Numerical Methods in Engineering, 58(11):1637-1682, 2003.
[37] . A gradient model for finite strain elastoplasticity coupled with damage. Finite Elements in Analysis and Design, 39(13):1191-1235, 2003.
[38] . Algorithms for the analysis of 3D finite strain contact problems. International Journal For Numerical Methods in Engineering, 61(7):1107-1151, 2004.
[39] . A second order approach for finite deformation implicit contact analysis, including friction, in deformable bodies. 2004.
[40] . Finite strain fracture of 2D problems with injected anisotropic softening elements. Theoretical and Applied Fracture Mechanics, 72:50—63, 2014.
[41] . An embedded formulation with conforming finite elements to capture strong discontinuities. International Journal For Numerical Methods in Engineering, 93(2):224-244, 2013.
[42] . An efficient technique for surface strain recovery from photogrammetric data using meshless interpolation. Strain, 50(2):132—146, 2014.
[43] . Numerical study towards the use of a SH wave ultrasonic-based strategy for crack detection in concrete structures. Engineering Structures, 49:782-791, 2013. URL
[44] . An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation. Strain, 50(2):132-146, 2014.
[45] . A non-ordinary state-based peridynamics formulation for thermoplastic fracture . International Journal of Impact Engineering : - , 2015. URL http://www.sciencedirect.com/science/article/pii/S0734743X15001359.
[46] . Comportamento dinâmico do elemento p15n para flexão de placa. Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingineria, 15(2):193-205, 1999.
[47] . The extended unsymmetric frontal solution for multiple-point constraints. Engineering Computations, 31(7):1582—1607, 2014.
[48] . Abaqus implementation of phase-field model for brittle fracture . Computational Materials Science , 96, Part B:472 - 484, 2015. URL http://www.sciencedirect.com/science/article/pii/S0927025614004133. Special Issue Polymeric Composites .
[49] . Abaqus implementation of phase-field model for brittle fracture. Computational Materials Science, 2014. In press.
[50] . An extended isogeometric thin shell analysis based on Kirchhoff-Love theory . Computer Methods in Applied Mechanics and Engineering , 284:265 - 291, 2015. Isogeometric Analysis Special Issue .
[51] . Semi-implicit finite strain constitutive integration of porous plasticity models . Finite Elements in Analysis and Design , 104:41 - 55, 2015. URL http://www.sciencedirect.com/science/article/pii/S0168874X15000803.
[52] . A finite strain quadrilateral based on least-squares assumed strains . Engineering Structures , 100:1 - 16, 2015. URL http://www.sciencedirect.com/science/article/pii/S0141029615003697.
[53] . Finite strain quadrilateral shell using least-squares fit of relative Lagrangian in-plane strains . Finite Elements in Analysis and Design , 98:26 - 40, 2015.
[54] . Active and passive behaviors of soft tissues: Pelvic floor muscles. International Journal For Numerical Methods in Biomedical Engineering, 26(6):667-680, 2010.
[55] . Finite element studies of the mechanical behaviour of the diaphragm in normal and pathological cases. Computer Methods in Biomechanics and Biomedical Engineering, 14(6):505-513, 2011.
[56] . A meshfree thin shell method for non-linear dynamic fracture. International Journal For Numerical Methods in Engineering, 72(5):524-548, 2007.
[57] . A simplified mesh-free method for shear bands with cohesive surfaces. International Journal For Numerical Methods in Engineering, 69(5):993-1021, 2007.
[58] . A new approach for modelling slip lines in geological materials with cohesive models. International Journal For Numerical and Analytical Methods in Geomechanics, 30(11):1159-1172, 2006.
[59] . A meshfree thin shell for arbitrary evolving cracks based on an extrinsic basis. Cmes-Computer Modeling in Engineering & Sciences, 16(2):115-130, 2006.
[60] . A method for dynamic crack and shear band propagation with phantom nodes. International Journal For Numerical Methods in Engineering, 67(6):868-893, 2006.
[61] . A damage-based temperature-dependent model for ductile fracture with finite strains and configurational forces. International Journal of Fracture, 178(1-2):215-232, 2012.
[62] . Damage modelling in metal forming problems using an implicit non-local gradient model. Computer Methods in Applied Mechanics and Engineering, 195(48-49):6646-6660, 2006.
[63] . Quadrilateral elements for the solution of elasto-plastic finite strain problems. International Journal For Numerical Methods in Engineering, 51(8):883-917, 2001.
[64] . Techniques for the analysis of metalworking processes using enhanced-strain elements. Simulation of Materials Processing: Theory, Methods and Applications:155-160, 2001.
[65] . Gradient damage models in metal forming problems. 2004.
[66] . Development of shear locking-free shell elements using an enhanced assumed strain formulation. International Journal For Numerical Methods in Engineering, 53(7):1721-1750, 2002.