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contributor authorXian Xu
contributor authorYaozhi Luo
date accessioned2017-05-08T21:43:11Z
date available2017-05-08T21:43:11Z
date copyrightDecember 2009
date issued2009
identifier other%28asce%29em%2E1943-7889%2E0000069.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60507
description abstractIn this paper, a three-member tensegrity structure is used as a conceptual model for the dendritic actin network in living cells. The pre and postbuckling behavior of the tensegrity is analyzed basing on the energy method. Analytical simulations are carried out on the tensegrity by using the experimentally obtained scales and mechanic properties of actin-filaments for the structural members of the tensegrity. The model exhibits a stress stiffening regime followed by a stress softening regime in the load-stiffness relationship, which qualitatively tallies with the experimentally observed response of actin networks. Due to the simplicity of the model, there is only a single compressed member and the structure buckles abruptly, which results a softening regime much steeper than that observed in the actin network. To take the member length variety into account, we propose a conceptual large-scale tensegrity system with various member lengths, and its behavior is approximately estimated by the mean response of a large number of three-member tensegrity cells with their member length varying in the range of filament lengths. The obtained mean response exhibits a much better fitness to the response of actin networks than those exhibited by the single tensegrity model. The findings reported in this paper indicate that the dendritic actin network may work as a complex tensegrity system, when it is subjected to a stress.
publisherAmerican Society of Civil Engineers
titleTensegrity Structures with Buckling Members Explain Nonlinear Stiffening and Reversible Softening of Actin Networks
typeJournal Paper
journal volume135
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000060
treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 012
contenttypeFulltext


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