On the basics of the shear locking problem of C0 isoparametric plate elements
From MaRDI portal
Publication:3486189
DOI10.1016/0045-7949(89)90139-9zbMath0705.73242OpenAlexW2049774447MaRDI QIDQ3486189
Publication date: 1989
Published in: Computers & Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7949(89)90139-9
effectsMindlin platefinite element discretizationintegration schemeflexural behaviorelement distortiondegenerated shell elementorder of the elementrelatively high order Kirchhoff fieldsspurious shear strain
Related Items
The \(C^ 0\) shell plate and beam elements freed from their deficiencies ⋮ Solid finite elements through three decades. ⋮ Explanation and elimination of shear locking and membrane locking with field consistence approach ⋮ Predicting and avoiding shear locking in beam vibration problems using the B-spline field approximation method ⋮ The four-node \(C^ 0\) Mindlin plate bending element reformulated. I: Formulation. II: Verification