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contributor authorXiangjun Qiu
date accessioned2017-05-08T22:41:26Z
date available2017-05-08T22:41:26Z
date copyrightJanuary 2009
date issued2009
identifier other%28asce%290733-9399%282009%29135%3A1%2820%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86604
description abstractFollowing the previous paper, “Full two-dimensional model for rolling resistance: Hard cylinder on viscoelastic foundation of finite thickness,” addressing modeling of rigid cylinder rolling against viscoelastic foundation of finite thickness, this paper focuses on the development of a rigorous full two-dimensional semianalytical model for viscoelastic rollers with layered structure rolling against a rigid ground. In this model, the polar coordinate system is used, the solution is expanded into a set of Fourier series corresponding to the angular coordinate, the frequency domain master curves of
publisherAmerican Society of Civil Engineers
titleFull Two-Dimensional Model for Rolling Resistance. II: Viscoelastic Cylinders on Rigid Ground
typeJournal Paper
journal volume135
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2009)135:1(20)
treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 001
contenttypeFulltext


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