摘要
通过有限元分析,对采用结合梁桥面和整体钢桥面两种桥面形式的下承式钢系杆拱桥的竖向刚度、系梁和拱肋的内力、桥面系统的内力和自振特性进行对比分析。计算结果表明:两种形式的竖向刚度基本上相等;系梁和拱肋的内力后者略优于前者,并且不均匀降温对前者更不利;端部横梁都存在较严重的应力集中,方案一对温度荷载很敏感;日照引起的局部温差能较大的增加方案一混凝土桥面板的拉应力值;方案二的纵梁、加劲横梁和桥面板的组合应力都较低。提出整体钢桥面为适合于我国新建高速铁路下承式钢系杆拱桥的合理桥面形式。
Using the finite element method,the vertical stiffness,internal forces of tie beams,arch ribs and deck system,natural frequencies,and dynamic performance under high-speed train of through steel tied arch bridges with two different deck-type schemes,combined deck scheme and orthotropic deck scheme,are studied in this paper.Numerical results show that,the vertical stiffness of two schemes is almost the same,the internal forces of tie beams and arch ribs of the orthotropic-deck scheme is better than those of t...
出处
《钢结构》
2007年第4期31-35,共5页
Steel Construction
基金
国家自然科学基金项目(批准号:50678150)
铁道部科技开发计划重大课题(2004G014)
关键词
高速铁路
系杆拱桥
结合梁桥面
整体钢桥面
high speed railway tied arch bridge composite deck orthotropic deck
