Pages that link to "Item:Q1015655"

The following pages link to Hyperelasticity and physical shear buckling of a block predicted by the Cosserat point element compared with inelasticity and hourglassing predicted by other element formulations (Q1015655):

Displaying 18 items.

• A ten node tetrahedral Cosserat point element (CPE) for nonlinear isotropic elastic materials (Q356843) (← links)
• Cosserat point element \((CPE)\) for finite deformation of orthotropic elastic materials (Q424926) (← links)
• A Cosserat point element (CPE) for nearly planar problems (including thickness changes) in nonlinear elasticity (Q540870) (← links)
• Influence of membrane stresses on postbuckling of rectangular plates using a nonlinear elastic 3-D cosserat brick element (Q1015585) (← links)
• An improved 3-D brick Cosserat point element for irregular shaped elements (Q1015706) (← links)
• Assessment of 4-node EAS-ANS shell elements for large deformation analysis (Q1015718) (← links)
• Modified torsion coefficients for a 3-D brick Cosserat point element (Q1021101) (← links)
• A new 3-D finite element for nonlinear elasticity using the theory of a Cosserat point. (Q1427174) (← links)
• A six node plane strain triangular Cosserat point element (\textit{CPE}) for nonlinear elasticity (Q1617881) (← links)
• Strongly objective numerical implementation and generalization of a unified large inelastic deformation model with a smooth elastic-inelastic transition (Q1623202) (← links)
• Generalized modal element method. I: Theory and its application to eight-node asymmetric and symmetric solid elements in linear analysis (Q2414272) (← links)
• Conical indentation of incompressible rubber-like materials (Q2428233) (← links)
• Response of a nonlinear elastic general Cosserat brick element in simulations typically exhibiting locking and hourglassing (Q2501944) (← links)
• A solid-shell Cosserat point element (SSCPE) for elastic thin structures at finite deformation (Q2630809) (← links)
• A 3D Cosserat point element (CPE) for nonlinear orthotropic solids: Generalization for an initially distorted mesh and an arbitrary orientation of material orthotropy (Q2952873) (← links)
• Failures of the three‐dimensional patch test for large elastic deformations (Q3075966) (← links)
• An improved Cosserat point element for axisymmetric problems in nonlinear elasticity: Comparison with other element formulations (Q3605184) (← links)
• The Cosserat Point Element as an Accurate and Robust Finite Element Formulation for Implicit Dynamic Simulations (Q5237314) (← links)