期刊文献+

浅埋路基钢波纹板拱桥及路面力学性能模拟分析 被引量:2

Simulation analysis of mechanical performence of corrugated steel arch bridge and pave-ment under low roadbed
下载PDF
导出
摘要 通过对3孔4 m钢波纹板拱桥的受力及变形模拟计算,研究其与路面结构之间的受力差异及变形规律。利用有限元软件及路面设计软件模拟分析了路面结构的力学性能。 This paper makes simulation calculation of deformation and stress through the 3 holes 4 meters arch bridge,and researches on the difference of bearing force and deformation law between the corrugated steel arch bridge and the pavement structure. The mechanical performance of pavement structure are simulated and analyzed by using finite element software and pavement design software.
出处 《山东交通科技》 2017年第5期22-26,31,共6页
关键词 钢波纹板拱桥 路面结构 力学性能 模拟分析 corrugated steel arch bridge pavement structure mechanical performance simulation analysis
  • 相关文献

参考文献5

二级参考文献28

  • 1刘百来,李祝龙,汪双杰.钢波纹管涵洞力学性能的有限元分析[J].西安工业学院学报,2006,26(1):83-86. 被引量:66
  • 2李祝龙,刘百来,李自武.钢波纹管涵洞力学性能现场试验研究[J].公路交通科技,2006,23(3):79-82. 被引量:72
  • 3中交第一公路勘察设计研究院.公路钢波纹管涵洞设计与施工技术研究(报告集)[R].2003.
  • 4National Corrugated Steel Pipe Evaluation of Polymer Coated [ R ]. Washington DC :2002.
  • 5Association Ficld Pcrformancc CSP Structures in New York American Iron and Steel Institute. Modem Sewer Design[ M]. Fourth Edition. Washington DC: United States American Iron And Steel Institute. 1999:251 - 270.
  • 6Corrugated Steel Pipe Institute, American Iron and Steel Insti- tute. Hand book of Steel Drainage&Highway Construction Prod- ucts[ M ]. Second Canadian Edition. Cambridge, Canada ;2002.
  • 7何儒清.车轮荷载下低填方管涵内力计算公式[J].中南公路工程,1981.6(1):106-113.
  • 8郑治,杨有辉.高填方路基沉降变形规律研究[J].公路工程,2007,32(4):72-75. 被引量:21
  • 9查文华,洪宝宁,徐毅.交通荷载下低路堤高速公路路面路基振动测试与分析[J].公路工程,2007,32(4):113-117. 被引量:12
  • 10National Corrugated Steel Pipe Association. Field Performance Evalua- tion of Polymer Coated CSP Structures in New York. Wa - shington DC :2002.

共引文献102

同被引文献10

引证文献2

二级引证文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部