Stiffener soffit stress distribution in ballasted orthotropic steel railway bridge decks

被引：0
|
作者：
Van Bogaert, P [1 ]
De Corte, W [1 ]
机构：
[1] State Univ Ghent, Dept Civil Engn, B-9000 Ghent, Belgium
来源：
PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON STEEL STRUCTURES OF THE 2000'S | 2000年
关键词：
rail load distribution; site stress measurement; orthotropic plated bridge deck;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Local bending stresses in stiffener soffits are highly sensitive to small variations in the transfer of train wheel loads to orthotropic plated bridge decks. After assumption of possible distribution systems, a FE-calculation model was developed to determine influence values. The results of site measurements were used to calibrate a load dispersal model, which can be of general interest or suited for further research.
引用
收藏
页码：299 / 304
页数：4
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