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contributor authorXiaoli Tong
contributor authorChristopher Y. Tuan
contributor authorJianping Yang
contributor authorJiaqi Zhang
contributor authorQingrui Yue
date accessioned2017-05-08T21:00:06Z
date available2017-05-08T21:00:06Z
date copyrightDecember 2007
date issued2007
identifier other%28asce%290733-9445%282007%29133%3A12%281783%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34960
description abstractFatigue cracks were found on a series of end-coped crane runway girders after 14 years of service in a steel mill building in China. Two typical crane runway girders with different spans were studied in this paper. Finite element analyses were conducted to investigate the stress concentration at the coped ends. Analytical results showed the stress concentration effect was highly localized and the stress concentration factor decreased with increasing cope radius and decreasing total depth. The analytical results agreed well with the field measured data. Fatigue tests were conducted to determine the fatigue strength using eight 1/5-scaled end-coped girder specimens. Based on the analytical results and limited test data, the fatigue strength for a maximum principal stress range of
publisherAmerican Society of Civil Engineers
titleFatigue Strength of End-Coped Crane Runway Girders
typeJournal Paper
journal volume133
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2007)133:12(1783)
treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
contenttypeFulltext


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