Pages that link to "Item:Q2386757"

The following pages link to An enhanced strain 3D element for large deformation elastoplastic thin-shell applications (Q2386757):

Displaying 42 items.

• Geometric non-linear hexahedral elements with rotational DOFs (Q268797) (← links)
• Application of the continuum shell finite element SHB8PS to sheet forming simulation using an extended large strain anisotropic elastic-plastic formulation (Q396311) (← links)
• Smoothed finite element method implemented in a resultant eight-node solid-shell element for geometrical linear analysis (Q487920) (← links)
• Sheet metal forming and springback simulation by means of a new reduced integration solid-shell finite element technology (Q646242) (← links)
• A simple and effective method based on strain projections to alleviate locking in isogeometric solid shells (Q785466) (← links)
• A solid-shell formulation based on the assumed natural inhomogeneous strains for modeling the viscoelastic response of electro-active polymers (Q785469) (← links)
• On the development of a 3D cohesive zone element in the presence of large deformations (Q944501) (← links)
• An improved EAS brick element for finite deformation (Q989668) (← links)
• Adjustable refined strain field in degenerated shell elements (Q1351306) (← links)
• An efficient 3D enhanced strain element with Taylor expansion of the shape functions (Q1368131) (← links)
• Large elasto-plastic finite element analysis of solids and shells with the enhanced assumed strain concept (Q1388569) (← links)
• A comparison of three-dimensional continuum and shell elements for finite plasticity (Q1388574) (← links)
• An extension of 3-D procedure to large strain analysis of shells (Q1605104) (← links)
• A global-local discontinuous Galerkin finite element for finite-deformation analysis of multilayered shells (Q1667520) (← links)
• A quadrilateral shell element with degree of freedom to represent thickness-stretch (Q1705144) (← links)
• Isogeometric Kirchhoff-Love shell formulations for general hyperelastic materials (Q1734506) (← links)
• Assumed natural strain NURBS-based solid-shell element for the analysis of large deformation elasto-plastic thin-shell structures (Q1798011) (← links)
• Enhanced lower-order element formulations for large strains (Q1910937) (← links)
• Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems (Q1912164) (← links)
• Optimal low-order fully integrated solid-shell elements (Q1944883) (← links)
• A finite strain elastoplastic model based on Flory's decomposition and 3D FEM applications (Q2115572) (← links)
• Phase-field modeling of brittle and ductile fracture in shells with isogeometric NURBS-based solid-shell elements (Q2308719) (← links)
• Generalized modal element method. II: Application to eight-node asymmetric and symmetric solid-shell elements in linear analysis (Q2414273) (← links)
• A solid-beam finite element and non-linear constitutive modelling (Q2450030) (← links)
• Development of a non-linear triangular prism solid-shell element using ANS and EAS techniques (Q2450410) (← links)
• On the assumed natural strain method to alleviate locking in solid-shell NURBS-based finite elements (Q2512484) (← links)
• A triangular finite element with local remeshing for the large strain analysis of axisymmetric solids (Q2638142) (← links)
• A basic thin shell triangle with only translational DOFs for large-strain plasticity (Q2719993) (← links)
• A new shell formulation using complete 3D constitutive laws (Q2880256) (← links)
• A new nine-node solid-shell finite element using complete 3D constitutive laws (Q2952120) (← links)
• A solid-shell corotational element based on ANDES, ANS and EAS for geometrically nonlinear structural analysis (Q2952305) (← links)
• A reduced integration solid-shell finite element based on the EAS and the ANS concept-Large deformation problems (Q3017986) (← links)
• A reduced integration solid-shell finite element based on the EAS and the ANS concept-Geometrically linear problems (Q3549820) (← links)
• An improved assumed strain solid-shell element formulation with physical stabilization for geometric non-linear applications and elastic-plastic stability analysis (Q3549823) (← links)
• Analysis of 3D problems using a new enhanced strain hexahedral element (Q4446842) (← links)
• On the use of EAS solid‐shell formulations in the numerical simulation of incremental forming processes (Q5406017) (← 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)
• Three-dimensional elastoplastic contact analysis at large strains with enhanced assumed strain elements (Q5926664) (← links)
• Elastoplastic analysis of shells without any local iterative calculations by block Newton method (Q6062942) (← links)
• Hourglassing‐ and locking‐free mesh distortion insensitive Petrov–Galerkin EAS element for large deformation solid mechanics (Q6092130) (← links)
• On transformations and shape functions for enhanced assumed strain elements (Q6549966) (← links)
• An improved solid-shell element based on ANS and EAS concepts (Q6560623) (← links)