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contributor authorSherif A. Ibrahim
contributor authorWael W. El-Dakhakhni
contributor authorMohamed Elgaaly
date accessioned2017-05-08T20:59:58Z
date available2017-05-08T20:59:58Z
date copyrightSeptember 2006
date issued2006
identifier other%28asce%290733-9445%282006%29132%3A9%281371%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34872
description abstractAs a result of stress concentration, welding transverse stiffeners in flat-web plate girders reduces their fatigue life. The focus of this study is to investigate the behavior of trapezoidally corrugated-web plate girders (CWPG) under fatigue loading by means of evaluating their fatigue life under different stress ranges. The test girders failed by fatigue cracks, which started at the weld between the web and the tension flange near the web fold line. A relationship between the stress range “
publisherAmerican Society of Civil Engineers
titleFatigue of Corrugated-Web Plate Girders: Experimental Study
typeJournal Paper
journal volume132
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2006)132:9(1371)
treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 009
contenttypeFulltext


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