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contributor authorI. Nishiguchi
contributor authorY. Kaji
contributor authorK. Koizumi
contributor authorY. Muto
contributor authorM. Tanaka
date accessioned2017-05-08T23:51:20Z
date available2017-05-08T23:51:20Z
date copyrightNovember, 1996
date issued1996
identifier issn0094-9930
identifier otherJPVTAS-28370#491_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117527
description abstractWe have studied the buckling behavior of rectangular bellows under pressure loads. Our final objective is to establish the design guidelines for the rectangular bellows of an experimental fusion reactor, the ITER, the International Thermonuclear Experimental Reactor. Based on the numerical investigation by the FEM, we proposed a simplified method to evaluate the buckling pressure. The evaluation method of the buckling pressure for circular bellows can be found, for example, in the standards of the expansion joint manufacturers association in the U.S.A. (EJMA Standards). For rectangular bellows, however, investigation of the buckling behavior is limited, and EJMA does not provide a method for evaluating the buckling pressure. Therefore, we investigated the buckling behavior of rectangular bellows by the FEM and proposed a simplified evaluation method based on the half-pitch model.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Study on the Buckling of Rectangular Bellows Under Pressure Loads
typeJournal Paper
journal volume118
journal issue4
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2842219
journal fristpage491
journal lastpage495
identifier eissn1528-8978
keywordsPressure
keywordsStress
keywordsBellows (Equipment)
keywordsBuckling
keywordsEvaluation methods
keywordsFinite element model
keywordsFinite element methods
keywordsDesign
keywordsExpansion joints AND Fusion reactors
treeJournal of Pressure Vessel Technology:;1996:;volume( 118 ):;issue: 004
contenttypeFulltext


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