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dc.contributor.authorLawrence Virgin
dc.date.accessioned2022-02-01T00:17:38Z
dc.date.available2022-02-01T00:17:38Z
dc.date.issued5/1/2021
dc.identifier.other%28ASCE%29EM.1943-7889.0001926.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271213
dc.description.abstractThis paper considers the case of a relatively large number of parallel columns that buckle simultaneously. The close proximity between columns results in the possibility of contact between adjacent columns as buckling proceeds, and this brings with it some interesting observations on load-carrying capacity. Some experimental results verify the theoretical development based on the versatility of high-fidelity 3D printing, but also highlights the difficulty of applying purely axial loading. The sensitive nature of initial geometric imperfections (slight lack of straightness) and load eccentricity strongly influence postbuckled contact, load-carrying capacity, and, as the number of columns is increased, a statistically based evaluation of anticipated behavior is explored and ultimately found to be unrealistic.
dc.publisherASCE
dc.titleSimultaneous Buckling, Contact, and Load-Carrying Capacity
dc.typeJournal Paper
dc.journal.volume147
dc.journal.issue5
dc.journal.titleJournal of Engineering Mechanics
dc.identifier.doi10.1061/(ASCE)EM.1943-7889.0001926
dc.journal.fristpage04021023-1
dc.journal.lastpage04021023-11
dc.page11
dc.treeJournal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 005
dc.contenttypeFulltext


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