The poor bending response of the four-node plane stress quadrilateral
From MaRDI portal
Publication:3677287
DOI10.1002/nme.1620210505zbMath0563.73057OpenAlexW2023178443MaRDI QIDQ3677287
Publication date: 1985
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: http://nal-ir.nal.res.in/479/1/poor_bending.pdf
4-node plane stress quadrilateralflexural action of a beampoor bending responsequantitatively predicted by an error model
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)
Related Items
Modular-topology optimization of structures and mechanisms with free material design and clustering ⋮ The \(C^ 0\) shell plate and beam elements freed from their deficiencies ⋮ Accurate and locking-free analysis of beams, plates and shells using solid elements ⋮ Explanation and elimination of shear locking and membrane locking with field consistence approach
