Spline finite member element method for buckling of thin-walled members with any cross-sections in pure bending
DOI10.1016/0045-7825(95)00960-4zbMath0918.73121OpenAlexW2091678741MaRDI QIDQ1371810
Publication date: 23 March 1999
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0045-7825(95)00960-4
convergencedisplacement variational principlepackage `COSMOS/M'shear lag effecttransformed spline functionwarping displacements
Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Optimization of other properties in solid mechanics (74P10)
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Cites Work
- Static and dynamic stability of nonlinear elastic systems under nonconservative forces - natural approach
- Buckling of multilayered composite plates by natural shear deformation matrix theory
- Analysis of shear lag in box beams by the principle of minimum potential energy
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