期刊文献+

高强螺栓拼接接头传力特性的有限元模拟与试验研究 被引量:10

Experimental Study and Finite Element Analysis on Friction High-strength Bolt Connections
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摘要 为研究摩擦型高强螺栓连接接头力学性能与受力状态,对2组试件进行有限元数值模拟分析与试验研究。分析各排螺栓传力比、芯板及拼接板截面应力状态、接触面摩擦应力分布规律。数值模拟结果和试验结果表明:各排螺栓传力比呈马鞍型分布,两端大,中间小;芯板和拼接板应力沿板横向和纵向均呈波浪形分布;不同螺栓压力影响区直径均为2.85倍栓孔直径左右。试验结果与有限元数值模拟结果吻合良好,验证了有限元分析的正确性。本文得到的部分经验参数可为该类节点设计验算提供参考。 In order to study the mechanical behaviors including the load transfer factors of various rows of bolts,stressing state of the sections of core and butt-cover plates and distribution of friction stresses over the contact surface,both finite element analysis(FEA) and experimental study are made with two groups of specimens.FEA and experimental results show as follows: The loads transfer factors of rows of bolts are distributed in the saddle shape,i.e.,a falling-off between the two end edge rows;the stresses of core plates and butt-cover plates are distributed laterally and longitudinally in the form of waves;each of the diameters of the pressure effect regions of varied bolts is about 2.85 times of the diameter of the bolt hole.Good agreement between the experimental and FEA results verifies the accuracy of the finite element analysis.Some parameters from experience will be of significant reference for future research and design of such bolt connections.
出处 《铁道学报》 EI CAS CSCD 北大核心 2011年第11期93-98,共6页 Journal of the China Railway Society
基金 广东省交通厅科技项目(2007-15)
关键词 摩擦型高强螺栓 传力特性 有限元分析 试验研究 friction high-strength bolts mechanical behavior finite element analysis(FEA) experimental study
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参考文献13

  • 1党志杰,文武松.大跨度钢桥理论和试验研究成果概要[J].桥梁建设,1999,29(4):69-72. 被引量:7
  • 2中华人民共和国建设部,中华人民共和国国家质量监督检验检疫总局.GB50017-2003钢结构设计规范[S].北京:中国计划出版社,2003.
  • 3中华人民共和国建设部.JGJ82-91钢结构高强度螺栓连接的设计、施工及验收规程[S].北京:中国建筑工业出版,1993.
  • 4中华人民共和国铁道部.TBIO002.2-2005桥梁钢结构设计规范[S].北京:中国铁道出版社,2005.
  • 5李启才,顾强,苏明周,陈爱国.摩擦型高强螺栓连接性能的试验研究[J].西安科技学院学报,2003,23(3):322-324. 被引量:40
  • 6郭寓岷,刘广立,贺贤娟.中厚板高强度螺栓连接性能试验研究[J].钢结构,1997,12(3):43-48. 被引量:3
  • 7PUTHLI R, FLEISCHER O. Investigations on Bolted Connections for High Strength Steel Members[J].Journal of Constructional Steel Research 2001,57(3) :313-326.
  • 8Girao Coelho A M, Bijlaard F S K, Simoes da Silva Luis. Experimental Assessment of the Ductility of Extended End Plate Conneetions[J].Engineering Structures, 2004, 26(9) : 1185-1206.
  • 9PILUSO V, RIZZANO G. Experimental Analysis and Modelling of Bolted T-stubs under Cyclic Loads[J].Jour- nal of Constructional Steel Research, 2008, 64 (6) : 655-669.
  • 10SARRAJ M,BURGESS I W,DAVISON J B, et al. Finite Element Modeling of Steel Fin Plate Connections in Fire [J]. Fire Safety Journal, 2007, 42(6-7) :408-415.

二级参考文献18

  • 1穆金禄,胡贵琼.高强度螺栓的安全度──防止九江长江大桥高强度螺栓延迟断裂的建议[J].桥梁建设,1996,26(1):50-52. 被引量:5
  • 2.JGJ17-88.钢结构设计规范[S].,..
  • 3.GB50221-95.钢结构质量检验评定标准[S].,..
  • 4.GB50011-2001.建筑抗震设计规范[S].,..
  • 5.JGJ82-91.钢结构高强度螺栓连接的设计、施工及验收规范[S].,..
  • 6.JGJ82—91.钢结构高强度螺栓连接的设计、施工及验收规范[S].,..
  • 7.GB50221—95.钢结构质量检验评定标准[S].,..
  • 8.JGJ17—88.钢结构设计规范[S].,..
  • 9.GBS0011—2001.建筑抗震设计规范[S].,..
  • 10Kulak G L, Fisher J W,Struik J H A. Guide to design criteria for bolted and riveted joints[Z]. 2nd Ed, John Wiley and sons, 1987.

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