Show simple item record

contributor authorJ. Michael Rotter
contributor authorJin‐Guang Teng
date accessioned2017-05-08T20:53:20Z
date available2017-05-08T20:53:20Z
date copyrightMay 1989
date issued1989
identifier other%28asce%290733-9445%281989%29115%3A5%281244%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30584
description abstractMetal silos and tanks are subject to axial compressive stresses in their cylindrical shell walls. The buckling strength is very sensitive to geometric imperfections in the wall. The most regular and well‐defined imperfection is the local depression adjacent to a circumferential weld, caused by the plate rolling process and shrinkage of the weld.
publisherAmerican Society of Civil Engineers
titleElastic Stability of Cylindrical Shells with Weld Depressions
typeJournal Paper
journal volume115
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:5(1244)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record