Postbuckling behavior of variable-arc-length elastica connected with a rotational spring joint including the effect of configurational force
DOI10.1007/S11012-018-0847-XzbMath1397.74078OpenAlexW2796160054WikidataQ130034924 ScholiaQ130034924MaRDI QIDQ1787375
Somchai Chucheepsakul, Boonchai Phungpaingam
Publication date: 5 October 2018
Published in: Meccanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11012-018-0847-x
postbucklingvibration analysiselliptic integral methodconfigurational forcesecondary bucklingvariable-arc-length elastica
Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of equilibrium problems in solid mechanics (74G10) Bifurcation and buckling (74G60)
Cites Work
- Complete solution of the stability problem for elastica of Euler's column
- Post-buckling analysis of slender elastic rods subjected to terminal forces
- Post-buckling behavior of two elastica columns linked with a rotational spring
- Elliptic integral solutions of spatial elastica of a thin straight rod bent under concentrated terminal forces
- Instability of variable arc-length elastica under follower force
- Complete solution of elastica for a clamped-hinged beam, and its applications to a carbon nanotube
- Elliptic integral solutions of variable-arc-length elastica under an inclined follower force
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