Pages that link to "Item:Q4446844"

The following pages link to A novel unsymmetric 8-node plane element immune to mesh distortion under a quadratic displacement field (Q4446844):

Displaying 50 items.

• Two 8-node quadrilateral spline elements by B-net method (Q315434) (← links)
• Asymmetric quadrilateral shell elements for finite strains (Q352860) (← links)
• A `FE-meshfree' TRIA3 element based on partition of unity for linear and geometry nonlinear analyses (Q356824) (← links)
• Rotationally invariant distortion resistant finite-elements (Q459345) (← links)
• Shape-free finite element method: another way between mesh and mesh-free methods (Q460006) (← 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)
• A partition-of-unity based `FE-meshfree' QUAD4 element with radial-polynomial basis functions for static analyses (Q660334) (← links)
• A hybrid `FE-Meshfree' QUAD4 element with nonlocal features (Q889706) (← links)
• New nonconforming finite elements on arbitrary convex quadrilateral meshes (Q898997) (← 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)
• Quadrilateral membrane element family formulated by the quadrilateral area coordinate method (Q1033311) (← links)
• A linear smoothed higher-order CS-FEM for the analysis of notched laminated composites (Q1656323) (← links)
• A concave-admissible quadrilateral quasi-conforming plane element using B-net method (Q1658030) (← links)
• New formulation of quasi-conforming method: a simple membrane element for analysis of planar problems (Q1658271) (← links)
• 8-node quasi-conforming plane element by using Bernstein basis functions (Q1788381) (← 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)
• Making sense of the quadrilateral area coordinate membrane elements (Q2638062) (← links)
• Size-dependent analysis of porous multi-directional FG shell structures based on the modified couple stress theory using the unsymmetric finite element method (Q2683315) (← links)
• A shape-free 8-node plane element unsymmetric analytical trial function method (Q2911860) (← 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)
• Mesh-distortion immunity assessment of QUAD8 elements by strong-form patch tests (Q3427420) (← links)
• A partition of unity-based ‘FE-Meshfree’ QUAD4 element for geometric non-linear analysis (Q3567335) (← links)
• Quadrilateral membrane elements with analytical element stiffness matrices formulated by the new quadrilateral area coordinate method (QACM-II) (Q3617480) (← links)
• Analytical trial function method for development of new 8‐node plane element based on the variational principle containing Airy stress function (Q4908094) (← links)
• (Q5004389) (← links)
• Remedies to rotational frame dependence and interpolation failure of US‐QUAD8 element (Q5302266) (← links)
• A 20‐node hexahedron element with enhanced distortion tolerance (Q5311940) (← links)
• Iterative correction to enhance the mesh distortion tolerance of isoparametric QUAD8 element (Q5706451) (← links)
• Penalty \(\mathrm{C}^0 8\)-node quadrilateral and 20-node hexahedral elements for consistent couple stress elasticity based on the unsymmetric finite element method (Q6042448) (← links)
• Two 8‐node quadrilateral unsymmetric elements with different incompatible modes immune to severe distortion (Q6060922) (← links)
• Unsymmetric extensions of Wilson's incompatible four‐node quadrilateral and eight‐node hexahedral elements (Q6061715) (← links)
• Comments on “4‐node unsymmetric quadrilateral membrane element with drilling <scp>DOFs</scp> insensitive to severe mesh‐distortion” by Yan Shang and Wengen Ouyang, <i>International Journal for Numerical Methods in Engineering</i> 2018; 113: 158 (Q6089258) (← links)
• Hourglassing‐ and locking‐free mesh distortion insensitive Petrov–Galerkin EAS element for large deformation solid mechanics (Q6092130) (← 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)
• A hybrid polymer-water peridynamics model for ballistic penetration damage of soft materials (Q6096455) (← links)
• Penalty hexahedral element formulation for flexoelectric solids based on consistent couple stress theory (Q6148505) (← 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)
• Stress function and its finite element implementation for elastostatic plain strain orthotropic problems of modified couple stress theory (Q6546190) (← links)
• An unsymmetric 8-node hexahedral solid-shell element with high distortion tolerance: geometric nonlinear formulations (Q6549934) (← links)
• Eight-node conforming straight-side quadrilateral element with high-order completeness (QH8-C1) (Q6553484) (← links)
• An incompatible and unsymmetric four-node quadrilateral plane element with high numerical performance (Q6553489) (← links)
• Hyperelastic finite deformation analysis with the unsymmetric finite element method containing homogeneous solutions of linear elasticity (Q6553506) (← links)