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contributor authorZhu, Yongmei
contributor authorZhao, Bo
contributor authorChen, Binbin
contributor authorZhao, Xilu
contributor authorTang, Wenxian
contributor authorWang, Xiaorong
date accessioned2022-02-04T22:18:11Z
date available2022-02-04T22:18:11Z
date copyright6/10/2020 12:00:00 AM
date issued2020
identifier issn0094-9930
identifier otherpvt_142_06_061301.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4275300
description abstractThe buckling characteristics of toroidal shells with closed circular cross sections loaded with a static external pressure were investigated. Eight toroidal shell test models were developed: two ribless, two semicircular discrete ribs, two rectangular discrete ribs, and two rectangular continuous ribs. The geometry, toroidal shell thickness, buckling load, and failure of each model were measured and compared. The effects of different ribbing methods (discrete, continuous unidirectional single-wire, continuous unidirectional multiwire wound, and continuous bidirectional wound ribs) on the buckling behavior of a ribbed toroidal shell were investigated, and the results provide guidance for practical engineering.
publisherThe American Society of Mechanical Engineers (ASME)
titleBuckling of Externally Pressurized Toroidal Shell With Stiffened Ribs
typeJournal Paper
journal volume142
journal issue6
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.4047272
journal fristpage061301-1
journal lastpage061301-13
page13
treeJournal of Pressure Vessel Technology:;2020:;volume( 142 ):;issue: 006
contenttypeFulltext


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