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Simplified theory for the behaviour of buried flexible cylinders under the influence of uniform hoop compression

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Publication:1075808
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DOI10.1016/0020-7683(85)90108-8zbMath0592.73057OpenAlexW2051571830MaRDI QIDQ1075808

J. R. Booker, Ian D. Moore

Publication date: 1985

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(85)90108-8


zbMATH Keywords

predictingparametric solutionfinite thicknesselastic behaviourbending momentssimplified solutioninfinite elastic mediumcritical hoop compressioncylinder responseeffects of interface conditionelastic ground parametersinitial geometrical imperfectionsload behaviourlong flexible cylindernon-hydrostatic field stressesprebuckling displacementsstraightforward methoduniform hoop compressions


Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Membranes (74K15)


Related Items (1)

Postbuckling of internal pressure loaded FGM cylindrical shells surrounded by an elastic medium







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