Framework instability analysis using Blaszkowiak's stiffness functions

DOI10.1016/0020-7403(79)90028-6zbMath0414.73039OpenAlexW1977953735MaRDI QIDQ599561

A. P. Le Messurier, E. Lightfoot, R. D. McPharlin

Publication date: 1979

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7403(79)90028-6

zbMATH Keywords

stiffness matrixelastic stabilityvarious boundary conditionsbeam-tiesBlaszkowiak's stiffness functionsbuckling instabilityframework bucklinguniform beam-columns

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30) Bifurcation and buckling (74G60)

Related Items (2)

The tangent stiffness matrix of elastic frame members for vanishingly small values of the axial force ⋮ Second order analysis of elastic frames

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