摘要
在研究正交异性钢桥面板疲劳性能之前，对一个具有角钢纵肋的大型钢桥面板模型进行了静力试验和有限元分析．分析结果与试验结果符合得很好，从而较全面地了解了钢桥面板各个部位的应力分布状况，为以后该模型的疲劳试验结果分析提供了有利条件．
The static test and finite element analysis of a large scale model oforthotropic steel bridge decks with L-section longitudinal ribs are carried out inthis paper, prior to investigating its fatigue behaviour. The analytical resultsshow good agreement with the experimental ones. Thereby, the stress distributionin each member of the orthotropic steel bridge deck is understood more completely,which provides a favourable condition for analyzing the fatigue test result of themodel carried out later on.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
1997年第6期617-622,共6页
Journal of Tongji University:Natural Science
关键词
钢桥面板
静力试验
应力分布
Orthotropic steel bridge deck
Static test
Stress distribution
