POSTBUCKLING BEHAVIOR OF BEAMS ON TWO-PARAMETER ELASTIC FOUNDATION

DOI10.1142/S0219455404001082zbMath1205.74098MaRDI QIDQ3074872

Nguyen Dinh Kien

Publication date: 10 February 2011

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

shear deformationcritical loadpostbuckling behaviortwo-parameter foundationnonlinear element

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (2)

On post-critical behavior of a beam on an elastic foundation ⋮ Deep postbuckling and nonlinear bending behaviors of nanobeams with nonlocal and strain gradient effects

Cites Work

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• Exact analysis of beams on two-parameter elastic foundations
• On locking-free shear deformable beam finite elements
• Horizontally curved isoparametric beam element with or without elastic foundation including effect of shear deformation
• A fast incremental/iterative solution procedure that handles “snap-through”
• Computing critical points and secondary paths in nonlinear structural stability analysis by the finite element method
• Free vibration and stability behaviour of uniform beams and columns on nonlinear elastic foundation
• Tapered thin open section beams on elastic foundation—I. Buckling analysis
• Initial post-buckling behavior of piles partially embedded in soil

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