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contributor authorLawrence Virgin
date accessioned2022-02-01T00:17:38Z
date available2022-02-01T00:17:38Z
date issued5/1/2021
identifier other%28ASCE%29EM.1943-7889.0001926.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271213
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.
publisherASCE
titleSimultaneous Buckling, Contact, and Load-Carrying Capacity
typeJournal Paper
journal volume147
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001926
journal fristpage04021023-1
journal lastpage04021023-11
page11
treeJournal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 005
contenttypeFulltext


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