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contributor authorS. Sathikh
contributor authorS. Rajasekaran
contributor authorJayakumar
contributor authorC. Jebaraj
date accessioned2017-05-08T22:39:08Z
date available2017-05-08T22:39:08Z
date copyrightFebruary 2000
date issued2000
identifier other%28asce%290733-9399%282000%29126%3A2%28132%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85140
description abstractA general discrete thin rod model to study the preslip response of a strand of helical wires having wires-to-core friction contacts under constant curvature free bending has been developed for the case of Coulomb stick friction that considers together (a) all the three wire forces and three wire couples; (b) more appropriate equations for the wire shear forces; (c) the wire normal force as one of the contributors to strand bending moment; (d) wire external equilibrium; and (e) wire rolling with or without zero net shear on the strand cross section. The individual contributions of wire forces and couples to the strand bending moment for 10 models including EPRI model are compared. Several earlier models are shown to be special cases of the present general model.
publisherAmerican Society of Civil Engineers
titleGeneral Thin Rod Model for Preslip Bending Response of Strand
typeJournal Paper
journal volume126
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2000)126:2(132)
treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 002
contenttypeFulltext


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