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contributor authorGeorge A. Kardomateas
date accessioned2017-05-08T21:16:02Z
date available2017-05-08T21:16:02Z
date copyrightJuly 2000
date issued2000
identifier other%28asce%290893-1321%282000%2913%3A3%2885%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44925
description abstractAn improved elasticity solution to the problem of buckling of orthotropic cylindrical shells subjected to external pressure is presented. The 2D axisymmetric cylindrical shell is studied (ring approximation). Specifically, in the development of the governing equations and boundary conditions for the buckling state, the solution includes the terms with the prebuckling normal strains and stresses as coefficients (i.e., the terms
publisherAmerican Society of Civil Engineers
titleEffect of Normal Strains in Buckling of Thick Orthotropic Shells
typeJournal Paper
journal volume13
journal issue3
journal titleJournal of Aerospace Engineering
identifier doi10.1061/(ASCE)0893-1321(2000)13:3(85)
treeJournal of Aerospace Engineering:;2000:;Volume ( 013 ):;issue: 003
contenttypeFulltext


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