期刊文献+

桥梁桁架焊接典型热点局部应力集中的实验检测分析 被引量:1

Analysis on Experimental Detection of Local Stress Concentration of Typical Hotspot for Bridge Truss Welding
下载PDF
导出
摘要 阐述了具有焊接热点的桥梁桁架缩尺模型的建立,对桥梁桁架焊接热点实验测点布置、约束及加载方案进行说明;介绍了桥梁桁架缩尺模型热点应力检测分析。对桥梁桁架结构典型焊接节点区域,开展应力状态有限元测试分析,获得测区的典型局部结构应力参数值及分布状态,对桥梁桁架结构的抗疲劳提供技术研究参考。 The establishment of scale model of bridge truss with welding hotspot is elaborated,the experimental monitoring point arrangement of welding hotspot for bridge truss,restraint and loading schemes are described,and the detection analysis on hotspot stress of scale model of bridge truss is introduced.The test analysis on finite element under the state of stress is made in the region of typical welding hotspot of bridge truss structure,so as to obtain the parameter value and distributing state of typical local structure stress of testing region and provide reference of technical research for the antifatigue of bridge truss structure
作者 董诚 DONG Cheng(Xinjiang Academy of Transportation Sciences,Urmuqi 830000,China)
出处 《北方交通》 2018年第3期43-47,50,共6页 Northern Communications
关键词 桥梁桁架 焊接热点 局部应力集中 实验分析 Bridge truss Welding hotspot Locality stress concentration Experimental analysis
  • 相关文献

参考文献1

二级参考文献12

  • 1管德清.非对称循环时焊接节点的有效应力集中系数[J].力学与实践,1996,18(3):37-39. 被引量:2
  • 2Committee on Fatigue and Fracture Reliability of the Committee on Structural Safety and Reliability of the Structural Division. Fatigue reliability 1-4 [J]. Journal of Structural Engineering, ASCE,1982,108( 1 ) :3 - 88.
  • 3British Standard Institution. BS5400: Part 10, code of practice for fatigue [S]. 1982.
  • 4American Association of State Highway and Transportation Officials. Guide specifications for fatigue evaluation of existing steel bridges [ S ]. Washington, DC,1990.
  • 5Kang H, Barkey M E, Lee Y. Evaluation of multiaxial spot weld fatigue parameters for proportional loading[ J ]. International Journal of Fatigue, 2000,22 ( 9 ) :691 - 702.
  • 6Liao M, Shun Q. Large sample size experimental investigation on the statistical nature of fatigue crack initiation and growth [J]. International Journal of Fatigue,1996, 18(2): 87-94.
  • 7Nielsen J A, Agerskov H, Vejrum T. Fatigue in steel highway bridges under random loading [ R ]. Department of Structural Engineering and Materials Technical,University of Denmark, 1997. 1-98.
  • 8Agerskov H, Nielsen J A. Fatigue in steel highway bridges under random loading [ J ]. Journal of Structural Engineering, 1999, 125(3): 152-162.
  • 9Kujawski D, Ellyin F A. A cumulative damage theory for fatigue crack initiation and propagation [ J ]. International Journal of Fatigue, 1984, 6(2) : 83-88.
  • 10Bhattacharya B, Ellingwood B. Continuum damage mechanics analysis of fatigue crack initiation [J]. International Journal of Fatigue, 1998, 20(9) : 631-639.

共引文献11

同被引文献3

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