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contributor authorZhang Yongping;Wang Jinfeng;Ye Guiru;Xu Rongqiao
date accessioned2019-02-26T07:35:01Z
date available2019-02-26T07:35:01Z
date issued2018
identifier other%28ASCE%29ST.1943-541X.0002171.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248054
description abstractCables of parallel wires are idealized as laminated beams including interlayer slips to consider the effect of interfacial slips among wires on their bending stiffness. The governing differential equations for the bending of laminated beams are then derived and solved analytically under either uniformly distributed load or midspan concentrated force. Consequently, the equivalent bending stiffness (EBS) of the cable is obtained analytically, which is significantly dependent on the slip rigidity between the layers. Using the experimental results of bending tests of cables of parallel wires in the literature, the relationship between the slip rigidity and the average tensile stress of cable is established. The factors influencing the EBS of cables are studied and the EBS of cables with common cross sections is provided to demonstrate the presented method.
publisherAmerican Society of Civil Engineers
titleBending Stiffness of Parallel Wire Cables Including Interfacial Slips among Wires
typeJournal Paper
journal volume144
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002171
page4018164
treeJournal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 010
contenttypeFulltext


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