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contributor authorC. M. Wang
contributor authorH. Zhang
contributor authorN. Challamel
contributor authorY. Xiang
date accessioned2017-05-08T22:35:54Z
date available2017-05-08T22:35:54Z
date copyrightJuly 2016
date issued2016
identifier other51322923.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83314
description abstractThis paper presented new analytical solutions for the elastic buckling of Eringen’s nonlocal columns with allowance for selfweight. A discrete column model on the basis of the central finite difference formulation and the equivalent Hencky bar-chain model also were presented for this buckling problem. The discrete column model allows one to determine the buckling solutions of columns constructed from repetitive cells. In addition, one may use the discrete buckling solutions to calibrate the small-length scale coefficient
publisherAmerican Society of Civil Engineers
titleBuckling of Nonlocal Columns with Allowance for Selfweight
typeJournal Paper
journal volume142
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001088
treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 007
contenttypeFulltext


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