Destabilizing effect of additional restraint on elastic bar structures

DOI10.1016/0020-7403(80)90054-5zbMath0438.73042OpenAlexW1965251971MaRDI QIDQ1142080

Tibor Tarnai

Publication date: 1980

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

Full work available at URL: https://doi.org/10.1016/0020-7403(80)90054-5

zbMATH Keywords

additional restraints on prebuckling displacementsbracketing formulaDunkerley theoremlower and upper bounds to minimum positive critical load factor of modified structureminimum positive critical load factors of different loading patterns on original structure

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stability of dynamical problems in solid mechanics (74H55) Bifurcation and buckling (74G60)

Related Items (1)

Sixty years of solid mechanics

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