Pages that link to "Item:Q1348297"
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The following pages link to Assumed stress formulation of high order quadrilateral elements with an improved in-plane bending behaviour (Q1348297):
Displaying 15 items.
- Localization and regularization behavior of mixed finite elements for 2D structural problems with damaging material (Q839186) (← links)
- A consistent approach for mixed stress finite element formulations in linear elastodynamics (Q1013912) (← links)
- Extrapolated fields in the formulation of the assumed strain elements. I: Two-dimensional problems. (Q1578634) (← links)
- High-accuracy plane stress and plate elements in the quadrature element method (Q1977253) (← links)
- A high-performance element for the analysis of 2D elastoplastic continua (Q2459278) (← links)
- (Q3122342) (← links)
- The poor bending response of the four-node plane stress quadrilateral (Q3677287) (← links)
- Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum (Q4797023) (← links)
- Assumed strain formulation for the four‐node quadrilateral with improved in‐plane bending behaviour (Q4835830) (← links)
- Assumed stress function finite element method: Two‐dimensional elasticity (Q5202326) (← links)
- Elastoplastic analysis of pressure‐sensitive materials by an effective three‐dimensional mixed finite element (Q6065120) (← links)
- A hybrid virtual element formulation for 2D elasticity problems (Q6550123) (← links)
- An efficient isostatic mixed shell element for coarse mesh solution (Q6553240) (← links)
- A mixed finite element for the nonlinear analysis of in-plane loaded masonry walls (Q6553458) (← links)
- A geometrically nonlinear Hellinger-Reissner shell element for the postbuckling analysis of variable stiffness composite laminate structures (Q6604122) (← links)
