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contributor authorShunichi
contributor authorNakamura
contributor authorKeita
contributor authorSuzumura
date accessioned2017-05-08T21:35:25Z
date available2017-05-08T21:35:25Z
date copyrightMarch 2013
date issued2013
identifier other%28asce%29be%2E1943-5592%2E0000368.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56911
description abstractFatigue tests were conducted for corroded galvanized steel wires on three corrosion levels, showing that fatigue strength of corroded wires lowers as corrosion progresses. Corrosion pits were measured on the corroded specimens, showing severer corrosion produced deeper pits in more condensed areas. Fatigue tests were then conducted for wire specimens with artificial pits whose sizes were decided by the measured corrosion pit data. Three different pit shapes were assumed: round, triangle, and triangle with a notch. The wire specimens with round pits did not break until 1 million cycles in the stress range of 400 MPa. The fatigue strength of wires with the triangular pit was lower than that with a round shape. Triangular pit specimens broke at fewer cycles for shorter pit length. The fatigue strength of wires with a notched triangle further decreased, and critical cycles did not depend on pit length. As the
publisherAmerican Society of Civil Engineers
titleExperimental Study on Fatigue Strength of Corroded Bridge Wires
typeJournal Paper
journal volume18
journal issue3
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000366
treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 003
contenttypeFulltext


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