期刊文献+

新型索梁组合结构的主缆材料选型有限元分析 被引量:2

A Finite Element Analysis of the Type-Choice of the Main Cable Materials for a New-Type Cable-Beam Composite Structure
下载PDF
导出
摘要 轻质承重索选型是新型索梁组合结构桥梁设计的关键问题之一。利用ANSYS建立了160m轻质索梁组合结构桥梁有限元模型,并分别对UHMWPE纤维、CFRP和高强钢绞线三种主缆进行了分析,对比分析了主缆和吊杆的位移和内力响应。结果表明:三种材料的主缆内力相差不大;UHMWPE纤维缆索竖向位移最大,车辆荷载沿全桥作用一遍,取其5/16桥跨处最大挠度进行检测,结果满足设计规范要求;UHMWPE纤维缆索自重仅为CFRP索的46.5%,钢绞线索的9.2%,耐磨耐腐蚀耐低温,价格便宜,可作为轻质索梁组合结构桥梁主索选用。 The right choice of the lightweight load-bearing cable is one of the key problems in the design of new cable-beam composite structure bridges.With the help of the ANSYS,a finite element model for the 160 mlightweight composite structure bridge is established,with the main cables of UHMWPE fiber,CFRP and high-strength steel wire analyzed respectively.The displacement and internal force response of the main cable and the boom are compared and analyzed as well.The results of the analysis show that the difference in the internal forces of the main cable made of the three kinds of materials is not much different;the vertical displacement of the UHMWPE fiber cable is the greatest.When the vehicle load is exerted along the full bridge again,and the maximum deflection at 5/16 of the bridge span is tested,the main cable made of UHMWPE fibre is found still up to the requirements of the design specifications,but its weight is only 46.5% of the CFRP cable,9.2% of the steel cable.Being wear-resistant,corrosion-resistan,low-temperature-resistant and lower in cost,UHMWPE fiber can be used as the main cable for lightweight cable-beam composite structure bridges.
作者 王强 邵飞 杨磊 WANG Qiang SHAO Fei YANG Lei(College of Field Engineering,University of Science and Technology of the PLA,Nanjing 210007,China)
出处 《国防交通工程与技术》 2017年第1期41-45,共5页 Traffic Engineering and Technology for National Defence
关键词 索梁组合结构 主缆选型 UHMWPE纤维索 CFRP索 钢铰线索 有限元分析 cable-beam composite structure type-choice of the main cable UHMWPE fiber CFRP finite element analysis
  • 相关文献

参考文献4

二级参考文献23

  • 1周健松,阎逢元,单小东.超高分子量聚乙烯摩擦学性能研究进展[J].材料科学与工程学报,2005,23(1):142-145. 被引量:21
  • 2缪新耕,薛花娟.解放路三号桥索夹抗滑试验研究[J].公路,2006,51(10):22-25. 被引量:13
  • 3吕志涛,梅葵花.国内首座CFRP索斜拉桥的研究[J].土木工程学报,2007,40(1):54-59. 被引量:75
  • 4吉林,陈策,冯兆祥.三塔悬索桥中塔主缆与鞍座间抗滑移试验研究[J].公路,2007,52(6):1-6. 被引量:29
  • 5W Shi ,X Y Li ,H Dong. Improved wear resistance of ultrahigh-molecular weight polyethylene plasma immersion ion[J]. Wear,2001,250:544-552.
  • 6中华人民共和国铁道部.铁运涵[2004]120号铁路桥梁检定规范[S].北京:中国铁道出版社,2004.
  • 7HIROSHI F. FRP composites in Japan[J]. ConcreteInternational,1999,21(10):2932.
  • 8MEIER U,ST-CKLIN I,TERRASI G P. Makingbetter use of the strength of advanced material instructural engineering[C]∥ Proc. of the InternationalConference on FRP Composites in Civil Engineering.Hong Kong:Elsevier Science Ltd. ,2001:4148.
  • 9MEIER U. Structural tensile elements made of advancedcomposite material[J]. Structural EngineeringInternational,1999,9(4):281285.
  • 10NOSTERNIG J F. Carbon fibre composites as staycables for bridges[J]. Applied Composite Materials,2000,7(2 /3):139150.

共引文献19

同被引文献15

引证文献2

二级引证文献1

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