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contributor authorSharon L. Wood
contributor authorKarl H. Frank
date accessioned2017-05-08T21:34:44Z
date available2017-05-08T21:34:44Z
date copyrightMarch 2010
date issued2010
identifier other%28asce%29be%2E1943-5592%2E0000047.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56573
description abstractAn experimental investigation was conducted to determine the susceptibility of grouted stay cables to bending fatigue damage. The results from twelve, bending fatigue tests are reported in this paper. Fretting of adjacent wires within a single strand was the dominant cause of bending fatigue damage in the grouted stay-cable specimens. This damage tended to be concentrated at the ends of the specimens and at locations where concentrated loads were applied to the stays. The laboratory tests indicated that the risk of bending fatigue damage was low at the tension rings, along the free length of the stays, and in the vicinity of unintentionally crossed strands.
publisherAmerican Society of Civil Engineers
titleExperimental Investigation of Bending Fatigue Response of Grouted Stay Cables
typeJournal Paper
journal volume15
journal issue2
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000045
treeJournal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 002
contenttypeFulltext


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