Pages that link to "Item:Q1388569"

The following pages link to Large elasto-plastic finite element analysis of solids and shells with the enhanced assumed strain concept (Q1388569):

Displaying 50 items.

• Computational homogenisation of composite plates: consideration of the thickness change with a modified projection strategy (Q316608) (← links)
• A simple and effective method based on strain projections to alleviate locking in isogeometric solid shells (Q785466) (← links)
• Nonlinear formulations of a four-node quasi-conforming shell element (Q841724) (← links)
• An alternative positional FEM formulation for geometrically nonlinear analysis of shells: Curved triangular isoparametric elements (Q1015633) (← links)
• A large strain plasticity model for implicit finite element analyses (Q1187892) (← links)
• A shell finite element for large strain elastoplasticity with anisotropies. I: Shell theory and variational principle (Q1302312) (← links)
• A comparison of three-dimensional continuum and shell elements for finite plasticity (Q1388574) (← links)
• Optimal solid shells for nonlinear analyses of multilayer composites. I: Statics. (Q1400245) (← links)
• Large inelastic strain analysis by multilayer shell elements (Q1575051) (← links)
• Constitutive model and finite element formulation for large strain elasto-plastic analysis of shells (Q1807026) (← links)
• Elasto-plastic analysis of shells with the triangular element TRIC (Q1858484) (← links)
• Development of a one-point quadrature shell element for nonlinear applications with contact and anisotropy. (Q1871004) (← links)
• Enhanced lower-order element formulations for large strains (Q1910937) (← links)
• An improved one-point integration method for large strain elastoplastic analysis (Q1913159) (← links)
• Finite element concepts for finite elastoplastic strains and isotropic stress response in shells: Theoretical and computational analysis (Q1964282) (← links)
• A theoretical and computational model for isotropic elastoplastic stress analysis in shells at large strains (Q1971349) (← links)
• Numerical implementation of multiplicative elasto-plasticity into assumed strain elements with application to shells at large strains (Q1977090) (← links)
• Simulation of finite-strain inelastic phenomena governed by creep and plasticity (Q1990860) (← links)
• The isotropic Cosserat shell model including terms up to \(O(h^5)\). I: Derivation in matrix notation (Q2224459) (← links)
• A 6-node co-rotational triangular elasto-plastic shell element (Q2356427) (← links)
• On the choice of the linear element for corotational triangular shells (Q2382826) (← links)
• A co-rotational quasi-conforming 4-node resultant shell element for large deformation elasto-plastic analysis (Q2382838) (← links)
• An enhanced strain 3D element for large deformation elastoplastic thin-shell applications (Q2386757) (← links)
• On a physically stabilized one point finite element formulation for three-dimensional finite elasto-plasticity (Q2494929) (← links)
• One point quadrature shell elements for sheet metal forming analysis (Q2508301) (← links)
• Blending moving least squares techniques with NURBS basis functions for nonlinear isogeometric analysis (Q2512483) (← links)
• On the assumed natural strain method to alleviate locking in solid-shell NURBS-based finite elements (Q2512484) (← links)
• A geometrically exact Cosserat shell-model including size effects, avoiding degeneracy in the thin shell limit. I: Formal dimensional reduction for elastic plates and existence of minimizers for positive Cosserat couple modulus (Q2576535) (← links)
• A triangular finite element with local remeshing for the large strain analysis of axisymmetric solids (Q2638142) (← links)
• Extension of the ?solid-shell? concept for application to large elastic and large elastoplastic deformations (Q2701959) (← links)
• An implementation of mixed enhanced finite elements with strains assumed in Cartesian and natural element coordinates using sparse \(\overline B\)-matrices (Q2709407) (← links)
• Large-strain elasto-plastic shell analysis using low-order elements (Q2726104) (← links)
• The enhanced assumed strain method for the isogeometric analysis of nearly incompressible deformation of solids (Q2952089) (← links)
• A four-node corotational quadrilateral elastoplastic shell element using vectorial rotational variables (Q2952306) (← links)
• On the homogenization of a nonlinear shell (Q3304167) (← links)
• Elastic and elasto-plastic analysis of shell structures using the assumed strain elements (Q3474967) (← links)
• A systematic construction of B-bar functions for linear and non-linear mixed-enhanced finite elements for plane elasticity problems (Q4267098) (← links)
• Development of shear locking-free shell elements using an enhanced assumed strain formulation (Q4329168) (← links)
• Large displacement extension of consistent shell element for static and dynamic analysis (Q4394067) (← links)
• Analysis of 3D problems using a new enhanced strain hexahedral element (Q4446842) (← links)
• Subdivision surfaces: A new paradigm for thin-shell finite element analysis (Q4493872) (← links)
• Ductile damage analysis of elasto-plastic shells at large inelastic strains (Q4494609) (← links)
• Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999) (Q4500609) (← links)
• A new volumetric and shear locking‐free 3D enhanced strain element (Q4655777) (← links)
• Hybrid-stress solid elements for shell structures based upon a modified variational functional (Q4785104) (← links)
• On the Homogenization of Nonlinear Shell (Q5131295) (← links)
• Refined dimensional reduction for isotropic elastic Cosserat shells with initial curvature (Q5132450) (← links)
• Anisotropic elastic–plastic analysis of shells at large strains. A comparison of multiplicative and additive approaches to enhanced finite element design and constitutive modelling (Q5698801) (← links)
• A new one-point quadrature enhanced assumed strain (EAS) solid-shell element with multiple integration points along thickness: Part I-geometrically linear applications (Q5711718) (← links)
• On the Equivalent of Mixed Element Formulations and the Concept of Reduced Integration in Large Deformation Problems (Q5716267) (← links)