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contributor authorJustin M. Ocel
contributor authorJason Provines
contributor authorVincent P. Charito
contributor authorGregory M. Jizba
date accessioned2019-09-18T10:37:49Z
date available2019-09-18T10:37:49Z
date issued2019
identifier other%28ASCE%29BE.1943-5592.0001452.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259577
description abstractThis paper describes the residual strength of damaged strand and wires from protected cable stay bundles subjected to severe blast qualification tests. This effort was motivated by the question: What reserve strength is available, if any, in damaged strands and wires from protected cable stay bundles surviving a blast test? This question arises from performance requirements to evaluate the adequacy of protection mitigation measures for cable stay bundles. To address this question, selected strands and wires from cable stay bundles had their damage characterized and were tested in tension, and then their tension capacity was compared with that of undamaged strands or wires. Testing revealed cold work of the strands from the blast reduces the residual strength by a mean value of 5% and, based on these results, it is recommended to apply a strength reduction factor of 0.95 to all intact or non-severed wires in a cable stay bundle for future blast qualification tests.
publisherAmerican Society of Civil Engineers
titleResidual Strength of Cable Stay Strands from Blast Qualification
typeJournal Paper
journal volume24
journal issue8
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001452
page04019083
treeJournal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 008
contenttypeFulltext


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