On the creep buckling of a long cylindrical shell

Jones, Norman; Sullivan, Paul F.

doi:10.1016/0020-7403(76)90001-1

Cited by 7 publications

(1 citation statement)

References 8 publications

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“…Rikards and Teters (1976) also obtained similar experimental results as to the relation between an initial imperfection and buckling mode. Jones and Sullivan (1976) conducted the creep buckling analysis of a long circular cylindrical shell under external pressure to examine the possibility of buckling mode other than an oval deformation mode. They used a perturbation method and assume the perturbation part of deflection as follows;…”

Section: Creep Buckling Of Circular Cylindrical Shells Under Externalmentioning

confidence: 99%

Creep buckling of shell structures

Miyazaki

Hagihara

2015

Mechanical Engineering Reviews

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The present article contains a review of the literatures on the creep buckling of shell structures published from late 1950's to recent years. In this article, the creep buckling studies on circular cylindrical shells, spherical shells, partial cylindrical shells and other shells are reviewed in addition to creep buckling criteria. Creep buckling is categorized into two types. One is the creep buckling due to quasi-static instability, in which the critical time for creep buckling is determined by tracing a creep deformation versus time curve. The other is the creep buckling due to kinetic instability, in which the critical time can be determined by examining the shape of total potential energy in the vicinity of a quasi-static equilibrium state. Bifurcation buckling and snap-through buckling during creep deformation belong to this type of creep buckling. A few detailed descriptions are given to the bifurcation and snap-through type of creep buckling based on the present authors' works.

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Section: Creep Buckling Of Circular Cylindrical Shells Under Externalmentioning

confidence: 99%