Pages that link to "Item:Q3122320"
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The following pages link to A FORMULATION OF THE QS6 ELEMENT FOR LARGE ELASTIC DEFORMATIONS (Q3122320):
Displaying 18 items.
- A discontinuous Galerkin formulation of a model of gradient plasticity at finite strains (Q649422) (← links)
- Nonlinear formulations of a four-node quasi-conforming shell element (Q841724) (← links)
- A macro-element for incompressible finite deformations based on a volume-averaged deformation gradient (Q1015743) (← links)
- A multiple-quadrature eight-mode hexahedral finite element for large deformation elastoplastic analysis (Q1299252) (← links)
- The four-noded quadrilateral with a \(2\times 1\) integration rule: Application to plates and other problems (Q1387963) (← links)
- Enhanced assumed strain elements and locking in membrane problems (Q1818459) (← links)
- Finite element concepts for finite elastoplastic strains and isotropic stress response in shells: Theoretical and computational analysis (Q1964282) (← links)
- A higher-order time integration method for viscoplasticity (Q1971261) (← links)
- Improved nine-node shell element MITC9i with reduced distortion sensitivity (Q1990873) (← links)
- An algebraic multigrid solver for finite element computations in solid mechanics (Q2721469) (← links)
- Quadrilateral elements for the solution of elasto-plastic finite strain problems (Q2745460) (← links)
- A finite deformation brick element with inhomogeneous mode enhancement (Q3549802) (← links)
- New enhanced strain elements for incompressible problems (Q4248599) (← links)
- A new stabilization technique for finite elements in non-linear elasticity (Q4263983) (← links)
- (Q4493639) (← links)
- Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999) (Q4500609) (← links)
- A formulation for the 4‐node quadrilateral element (Q4861031) (← links)
- On the Equivalent of Mixed Element Formulations and the Concept of Reduced Integration in Large Deformation Problems (Q5716267) (← links)