Experimental Investigation of Bending Fatigue Response of Grouted Stay Cables

dc.contributor.author	Sharon L. Wood
dc.contributor.author	Karl H. Frank
dc.date.accessioned	2017-05-08T21:34:44Z
dc.date.available	2017-05-08T21:34:44Z
dc.date.copyright	March 2010
dc.date.issued	2010
dc.identifier.other	%28asce%29be%2E1943-5592%2E0000047.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/56573
dc.description.abstract	An 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.
dc.publisher	American Society of Civil Engineers
dc.title	Experimental Investigation of Bending Fatigue Response of Grouted Stay Cables
dc.type	Journal Paper
dc.journal.volume	15
dc.journal.issue	2
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)BE.1943-5592.0000045
dc.tree	Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 002
dc.contenttype	Fulltext