期刊文献+

摩擦型钢结构连接件抗滑移系数的测定 被引量:3

The determing of the anti-sliding coefficient of the steel-structure connecting components with a frictional type
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摘要 本文主要为高强度螺栓连接件滑移系数的测定提供一种试验方法 ,并对该试验的一个主要参数预紧力 An experimental method to determine the sliding coefficient of high strength bolt connected components and the detailed analysis of resolving a main parameter P\-t in the experiment are offered in this paper
出处 《广西工学院学报》 CAS 2001年第4期23-25,共3页 Journal of Guangxi University of Technology
关键词 钢结构 连接件 测定 滑移系数 摩擦型高强度螺栓连接 steel structure connecting components determine sliding coefficient
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参考文献1

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共引文献112

同被引文献19

  • 1廖磊.高温下紧螺栓联结应力松弛及其对策研究[J].机械,2004,31(z1):20-22. 被引量:6
  • 2王小平,胡春宇,陈华.高强度螺栓连接在高温下极限承载力的试验研究[J].钢结构,2005,20(3):89-91. 被引量:8
  • 3王元清,杨文,石永久.加固用栓焊并用连接受力性能有限元分析[J].钢结构,2006,21(4):23-27. 被引量:13
  • 4贾志军,刘庆明.提高钢结构高强螺栓过孔率的有效途径[J].钢结构,2006,21(4):81-83. 被引量:2
  • 5黄勇祥.高温下钢结构高强度螺栓连接极限承载力的研究[D].武汉:武汉理工大学,2003.
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  • 8Ciro Faella,Vincenzo Piluso,Gianvittorio Rizzano.Experimental Analysis of Bolted Connections:Snug Versus Preloaded Bolts[J].Journal of Structural Engineering,1998.
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