scientific article; zbMATH DE number 1203508
From MaRDI portal
Publication:4209696
DOI<1181::AID-NME402>3.0.CO;2-P 10.1002/(SICI)1097-0207(19980815)42:7<1181::AID-NME402>3.0.CO;2-PzbMath0912.73055MaRDI QIDQ4209696
No author found.
Publication date: 25 May 1999
Title: zbMATH Open Web Interface contents unavailable due to conflicting licenses.
three-dimensional linear elasticityhourglass controllinear displacement fieldeight-node tetrahedronelement's nodal displacementssix-node triangleten-node tetrahedronweighted least-squares formulation
Classical linear elasticity (74B05) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (10)
A six node plane strain triangular Cosserat point element (\textit{CPE}) for nonlinear elasticity ⋮ A novel alpha finite element method (\(\alpha \)FEM) for exact solution to mechanics problems using triangular and tetrahedral elements ⋮ A generalized beta finite element method with coupled smoothing techniques for solid mechanics ⋮ An edge-based smoothed tetrahedron finite element method (ES-T-FEM) for 3D static and dynamic problems ⋮ AN APPLICATION OF THE ES-FEM IN SOLID DOMAIN FOR DYNAMIC ANALYSIS OF 2D FLUID–SOLID INTERACTION PROBLEMS ⋮ Fifteen node tetrahedral elements for explicit methods in nonlinear solid dynamics ⋮ A face-based smoothed finite element method (FS-FEM) for 3D linear and geometrically non-linear solid mechanics problems using 4-node tetrahedral elements ⋮ On a finite element method with variable element topology ⋮ Improvement on the 10-node tetrahedral element for three-dimensional problems ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)
This page was built for publication: