Pages that link to "Item:Q5311940"
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The following pages link to A 20‐node hexahedron element with enhanced distortion tolerance (Q5311940):
Displaying 31 items.
- Asymmetric quadrilateral shell elements for finite strains (Q352860) (← links)
- Rotationally invariant distortion resistant finite-elements (Q459345) (← links)
- A technique to develop mesh-distortion immune finite elements (Q649211) (← links)
- 8- and 12-node plane hybrid stress-function elements immune to severely distorted mesh containing elements with concave shapes (Q660213) (← links)
- Stay Cartesian, or go natural? A comment on the article ``Supernatural QUAD4: a template formulation'' by C. A. Felippa [Comput. Methods Appl. Mech. Engrg., 195 (2006) 5316-5342] (Q1033201) (← links)
- A concave-admissible quadrilateral quasi-conforming plane element using B-net method (Q1658030) (← links)
- 8-node unsymmetric distortion-immune element based on Airy stress solutions for plane orthotropic problems (Q2296319) (← links)
- A quadratic plane triangular element immune to quadratic mesh distortions under quadratic displacement fields (Q2372344) (← links)
- Reformulation of nodally integrated continuum elements to attain insensitivity to distortion (Q2895015) (← links)
- Distortion-immune nine-node displacement-based quadrilateral thick plate finite elements that satisfy constant-bending patch test (Q2952476) (← links)
- An unsymmetric 4-node, 8-DOF plane membrane element perfectly breaking through MacNeal's theorem (Q2952781) (← links)
- Extension of unsymmetric finite elements US‐QUAD8 and US‐HEXA20 for geometric nonlinear analyses (Q3055849) (← links)
- An effective way for dealing with element distortion by nearest-nodes FEM (Q3162957) (← links)
- A nodal integral method for quadrilateral elements (Q3395876) (← links)
- Optimal stress recovery points for higher-order bar elements by Prathap's best-fit method (Q3399384) (← links)
- A partition of unity-based ‘FE-Meshfree’ QUAD4 element for geometric non-linear analysis (Q3567335) (← links)
- (Q4213722) (← links)
- Control of spurious mechanisms for 20‐node and transition sub‐integrated hexahedral elements (Q4314191) (← links)
- Remedies to rotational frame dependence and interpolation failure of US‐QUAD8 element (Q5302266) (← links)
- Unsymmetric extensions of Wilson's incompatible four‐node quadrilateral and eight‐node hexahedral elements (Q6061715) (← links)
- Extension of the unsymmetric 8‐node hexahedral solid element <scp>US‐ATFH8</scp> to <scp>3D</scp> hyper‐elastic finite deformation analysis (Q6092218) (← links)
- An unsymmetric 8-node hexahedral solid-shell element based on ANS and incompatible concepts for thin shell analysis (Q6194160) (← links)
- Base force element method based on the complementary energy principle for the damage analysis of recycled aggregate concrete (Q6497733) (← links)
- An unsymmetric 8-node hexahedral solid-shell element with high distortion tolerance: geometric nonlinear formulations (Q6549934) (← links)
- An incompatible and unsymmetric four-node quadrilateral plane element with high numerical performance (Q6553489) (← links)
- Mesh distortion insensitive and locking-free Petrov-Galerkin low-order EAS elements for linear elasticity (Q6554042) (← links)
- An unsymmetric 8-node plane element immune to mesh distortion for linear isotropic hardening material (Q6554131) (← links)
- Quadratic serendipity finite elements over convex polyhedra (Q6557589) (← links)
- 4-node unsymmetric quadrilateral membrane element with drilling DOFs insensitive to severe mesh-distortion (Q6557616) (← links)
- An unsymmetric 8-node hexahedral element with high distortion tolerance (Q6565233) (← links)
- An ANS/ATFs-based unsymmetric solid-shell finite element algorithm for high-quality finite deformation analysis of hyper-elastic shell (Q6592330) (← links)
