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contributor authorSung C. Lee
contributor authorChai H. Yoo
contributor authorDong Y. Yoon
date accessioned2017-05-08T20:58:11Z
date available2017-05-08T20:58:11Z
date copyrightNovember 2002
date issued2002
identifier other%28asce%290733-9445%282002%29128%3A11%281379%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33728
description abstractIn box girders with wide flanges, an uneven flange stress distribution (the flexural normal stress is greater at the edges than that at the center of the flange), so-called shear lag (or positive shear lag), may occur following the characteristics of stress concentration problems. However, Foutch and Chang in 1982 discovered the shear lag anomaly called negative shear lag in which the stress distribution is opposite from that in positive shear lag. Several attempts have been made to explain it. However, existing studies lack a more general and physical explanation on the origin of negative shear lag. In this paper the origin of the anomalous phenomenon is explained from the physical point of view. It is shown that, at any given location, negative shear lag can take place whenever the portion of the shear flow acting along the flange edges, which produces the shear lag-aftereffect, is larger than the remaining portion of shear flow caused by positive shear lag.
publisherAmerican Society of Civil Engineers
titleAnalysis of Shear Lag Anomaly in Box Girders
typeJournal Paper
journal volume128
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2002)128:11(1379)
treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 011
contenttypeFulltext


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