Pages that link to "Item:Q4015077"
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The following pages link to On invariance of isoparametric hybrid/mixed elements (Q4015077):
Displaying 22 items.
- Four- and eight-node hybrid-Trefftz quadrilateral finite element models for Helmholtz problem (Q649273) (← links)
- A hybrid brick element with rotational degrees of freedom (Q687981) (← links)
- Development and testing of stable, invariant, isoparametric curvilinear 2- and 3-D hybrid-stress elements (Q791350) (← links)
- Hybrid-Trefftz six-node triangular finite element models for Helmholtz problem (Q987432) (← links)
- Minimal assumed moments and optimal local coordinates for plate elements based upon the complementary energy functional (Q1344149) (← links)
- An explicit hybrid-stabilized 9-node Lagrangian shell element (Q1913144) (← links)
- Stabilization schemes for 12-node to 21-node brick elements based on orthogonal and consistently assumed stress modes (Q1913196) (← links)
- A unified approach for variationally consistent finite elements in elastoplasticity (Q1913248) (← links)
- A quadratic assumed natural strain curved triangular shell element (Q1965221) (← links)
- Finite element linear and nonlinear, static and dynamic analysis of structural elements: A bibliography (1992-1995) (Q2721478) (← links)
- Multi-field three-node triangular finite element model for Helmholtz problem (Q2845403) (← links)
- A hybrid‐Trefftz finite element model for Helmholtz problem (Q3546216) (← links)
- An incompatible element for axisymmetric structure and its modification by hybrid method (Q4030008) (← links)
- A quadratic assumed natural strain triangular element for plate bending analysis (Q4228293) (← links)
- Solid elements with rotational DOFs by explicit hybrid stabilization (Q4360555) (← links)
- Hybrid stress tetrahedral elements with Allman's rotational D.O.F.s (Q4495477) (← links)
- A 12‐node hybrid stress brick element for beam/column analysis (Q4719422) (← links)
- On immunizing five-beta hybrid-stress element models from ?trapezoidal locking? in practical analyses (Q4943591) (← links)
- Remedies to rotational frame dependence and interpolation failure of US‐QUAD8 element (Q5302266) (← links)
- Hourglassing‐ and locking‐free mesh distortion insensitive Petrov–Galerkin EAS element for large deformation solid mechanics (Q6092130) (← links)
- Twenty-four-DOF four-node quadrilateral elements for gradient elasticity (Q6499869) (← links)
- Mesh distortion insensitive and locking-free Petrov-Galerkin low-order EAS elements for linear elasticity (Q6554042) (← links)