Dynamic Snap-through Buckling of a Timoshenko Two Bar Frame under a Suddenly Applied Load

DOI10.1002/zamm.19790591005zbMath0423.73037OpenAlexW2040948601MaRDI QIDQ3857797

Anthony N. Kounadis

Publication date: 1979

Published in: ZAMM - Zeitschrift für Angewandte Mathematik und Mechanik (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/zamm.19790591005

zbMATH Keywords

Timoshenko's beam theorysimple two-bar frameapplied load of constant magnitudedynamic snap-through loadsindividual and coupling effects of various parametersinfinite duration

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stability of dynamical problems in solid mechanics (74H55) Bifurcation and buckling (74G60) Variational principles of physics (49S05)

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[https://portal.mardi4nfdi.de/wiki/Publication:3199005 Non-linear dynamic stability of a simple floating bridge model;Nichtlineare dynamische Stabilit�t eines einfachen Pontonbr�ckenmodells] ⋮ On the reliability of classical divergence instability analyses of Ziegler's nonconservative model ⋮ Dynamic buckling of limit-point systems under step loading ⋮ Interaction of the joint and of the lateral bracing stiffnesses for the optimum design of unbraced frames

Cites Work

• Unnamed Item
• The Elastic Cylindrical Shell Under Nearly Uniform Radial Impulse
• The Shear Coefficient in Timoshenko’s Beam Theory
• On the Final States of Shallow Arches on Elastic Foundations Subjected to Dynamical Loads
• Dynamic Analysis of the Buckling of Laterally Loaded Flat Arches

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