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contributor authorM. R. Bambach
contributor authorK. J. R. Rasmussen
date accessioned2017-05-08T20:58:51Z
date available2017-05-08T20:58:51Z
date copyrightOctober 2004
date issued2004
identifier other%28asce%290733-9445%282004%29130%3A10%281602%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34170
description abstractDetails of a dual-actuator rig developed for testing rectangular plates simply supported on three sides, with the remaining (longitudinal) edge free, under combined uniaxial compression and in-plane bending are presented. Particular attention is given to ensuring a constant strain eccentricity to the loaded ends, as opposed to a constant load eccentricity, in order to determine the postbuckling behavior and ultimate load and moment capacities of unstiffened thin-walled elements. Strain gradients varying from pure compression to pure bending are facilitated.
publisherAmerican Society of Civil Engineers
titleTests of Unstiffened Plate Elements Under Combined Compression and Bending
typeJournal Paper
journal volume130
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2004)130:10(1602)
treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010
contenttypeFulltext


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