An optimal finite element mesh for elastostatic structural analysis problems

DOI10.1016/S0045-7949(96)00148-4zbMath0918.73224OpenAlexW2094451877WikidataQ60501341 ScholiaQ60501341MaRDI QIDQ4244658

Peter K. Jimack

Publication date: 22 August 1999

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7949(96)00148-4

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (3)

A stabilized nonconforming Crouzeix–Raviart finite element method for the elasticity eigenvalue problem with the pure traction boundary condition ⋮ Error estimates and adaptive finite element methods ⋮ 2D and 3D finite element meshing and remeshing

This page was built for publication: An optimal finite element mesh for elastostatic structural analysis problems