THERMAL-BEHAVIOR OF COMPOSITE BRIDGES

被引:59
作者
FU, HC [1 ]
NG, SF [1 ]
CHEUNG, MS [1 ]
机构
[1] UNIV OTTAWA,DEPT CIVIL ENGN,OTTAWA K1N 9B4,ONTARIO,CANADA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1990年 / 116卷 / 12期
关键词
D O I
10.1061/(ASCE)0733-9445(1990)116:12(3302)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the analytical results obtained from a parametric study on the thermal behavior of three types of composite bridge structures subjected to solar radiation, namely, a plate-girder, a single-cell box, and a two-cell box-girder concrete-steel composite bridge. A series of transient temperature distributions and the thermal stresses for a few selected temperature cases corresponding to a given geographic location and assumed environmental conditions are computed. The results of this study confirm that a steady-state thermal condition never exists within a bridge structure, in that ambient air temperature and intensity of solar radiation are both time-dependent. The effects of convection coefficient, slab overhang, and air temperature inside an enclosed box on the temperature distributions of the bridge deck are examined and discussed. © ASCE.
引用
收藏
页码:3302 / 3323
页数:22
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