Pages that link to "Item:Q2952781"
From MaRDI portal
The following pages link to An unsymmetric 4-node, 8-DOF plane membrane element perfectly breaking through MacNeal's theorem (Q2952781):
Displaying 26 items.
- A simple and robust quadrilateral non-conforming element with a special 5-point quadrature (Q1788159) (← links)
- Self-updated four-node finite element using deep learning (Q2115554) (← links)
- 8-node unsymmetric distortion-immune element based on Airy stress solutions for plane orthotropic problems (Q2296319) (← links)
- Generalized modal element method. I: Theory and its application to eight-node asymmetric and symmetric solid elements in linear analysis (Q2414272) (← 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 computationally efficient isoparametric tangled finite element method for handling inverted quadrilateral and hexahedral elements (Q2683472) (← links)
- Review of the strain-based formulation for analysis of plane structures Part II: Evaluation of the numerical performance (Q3390767) (← links)
- A Degenerated Plane Truss Model of Base Force Element Method on Complementary Energy Principle (Q4563181) (← 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)
- 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)
- Three-component volume coordinate system for constructing high performance elements (Q6135105) (← 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)
- Hyperelastic finite deformation analysis with the unsymmetric finite element method containing homogeneous solutions of linear elasticity (Q6553506) (← 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)
- A new drilling quadrilateral membrane element with high coarse-mesh accuracy using a modified Hu-Washizu principle (Q6554162) (← links)
- A simple unsymmetric 4-node 12-DOF membrane element for the modified couple stress theory (Q6554170) (← 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)
- High-performance geometric nonlinear analysis with the unsymmetric 4-node, 8-DOF plane element US-ATFQ4 (Q6569286) (← links)
- An unsymmetric 8-node hexahedral solid-shell element with high distortion tolerance: linear formulations (Q6569302) (← links)
- An ANS/ATFs-based unsymmetric solid-shell finite element algorithm for high-quality finite deformation analysis of hyper-elastic shell (Q6592330) (← links)