Deprecated: $wgMWOAuthSharedUserIDs=false is deprecated, set $wgMWOAuthSharedUserIDs=true, $wgMWOAuthSharedUserSource='local' instead [Called from MediaWiki\HookContainer\HookContainer::run in /var/www/html/w/includes/HookContainer/HookContainer.php at line 135] in /var/www/html/w/includes/Debug/MWDebug.php on line 372
Locking-free continuum displacement finite elements with nodal integration - MaRDI portal

Locking-free continuum displacement finite elements with nodal integration

From MaRDI portal
Publication:3590445

DOI10.1002/nme.2354zbMath1195.74182OpenAlexW2156226811MaRDI QIDQ3590445

Baozhi Zhu, Petr Krysl

Publication date: 17 September 2010

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.2354



Related Items

Enhanced nodal gradient finite elements with new numerical integration schemes for 2D and 3D geometrically nonlinear analysis, Reformulation of nodally integrated continuum elements to attain insensitivity to distortion, Improved robustness for nearly-incompressible large deformation meshfree simulations on Delaunay tessellations, Patch-averaged assumed strain finite elements for stress analysis, A Lagrangian nodal integration method for free-surface fluid flows, Assumed strain nodally integrated hexahedral finite element formulation for elastoplastic applications, A node‐based uniform strain virtual element method for compressible and nearly incompressible elasticity, A two-level mesh repartitioning scheme for the displacement-based lower-order finite element methods in volumetric locking-free analyses, Buckling analysis of Reissner-Mindlin plates subjected to in-plane edge loads using a shear-locking-free and meshfree method, Linear tetrahedral element for problems of plastic deformation, ON CONTINUOUS ASSUMED GRADIENT ELEMENTS OF SECOND ORDER, A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner-Mindlin plates, Asynchronous variational integration using continuous assumed gradient elements, A geometric structure-preserving discretization scheme for incompressible linearized elasticity, A comparative study on the performance of meshless approximations and their integration, Maximum-entropy meshfree method for compressible and near-incompressible elasticity, Meshfree-enriched simplex elements with strain smoothing for the finite element analysis of compressible and nearly incompressible solids, Discrete gradient method over polygon mesh, Assumed-deformation gradient finite elements with nodal integration for nearly incompressible large deformation analysis, A stabilized formulation for discrete gradient method, Volume-averaged nodal projection method for nearly-incompressible elasticity using meshfree and bubble basis functions, A finite strain Raviart-Thomas tetrahedron, Displacement-based finite elements with nodal integration for Reissner-Mindlin plates, Point-cloud method for image-based biomechanical stress analysis, A finite element method based on C 0-continuous assumed gradients



Cites Work