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contributor authorSadao Komatsu
contributor authorToshiyuki Kitada
date accessioned2017-05-08T20:50:30Z
date available2017-05-08T20:50:30Z
date copyrightFebruary 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A2%28386%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28907
description abstractA statistical investigation on geometrical imperfections and fabrication tolerances of plate elements as well as the reducing effect on their ultimate strength in steel girder bridges fabricated in Japan are described. Measured imperfections are misalignments and angular changes of butt‐welded plate elements, such as outstanding compression flanges of plate girder and composite I‐girder bridges, as well as plate panels between stiffeners of stiffened compression plates and longitudinal stiffeners in steel box girders. The finite element method based on the elasto‐plastic finite displacement theory is applied to precise estimation of the ultimate strength of plate elements. Both the imperfections and the ultimate strength are described in semiprobabilistic terms by fitting Weibull distribution and gamma distribution functions.
publisherAmerican Society of Civil Engineers
titleStatistical Study on Compression Butt‐Welded Plate
typeJournal Paper
journal volume109
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:2(386)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
contenttypeFulltext


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