Buckling under combined loading of thin, flat‐walled structures by a complex finite strip method

DOI10.1002/nme.1620080211zbMath0276.73026OpenAlexW1968836188MaRDI QIDQ4401624

R. J. Plank, W. H. Wittrick

Publication date: 1974

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1620080211

Mathematics Subject Classification ID

Thin bodies, structures (74K99) Bifurcation and buckling (74G60)

Related Items

Application of RKP-FSM in the buckling and free vibration analysis of thin plates with abrupt thickness changes and internal supports, Local buckling of thin-walled structures by the boundary element method, Buckling and vibration of finite-length composite prismatic plate structures with diaphragm ends. I: Finite strip formulation, Elastic and inelastic local buckling of stiffened plates subjected to non-uniform compression using the Galerkin method, Time depended deformation and buckling of viscoelastic thick plates by a fully discretized finite strip method using third order shear deformation theory, 3-d elasticity buckling solution for simply supported thick rectangular plates using displacement potential functions, A rational model for the distortional buckling of tapered members, Finite strip method: 30 years A bibliography (1968‐1998)