期刊文献+

木结构螺栓连接研究进展 被引量:5

A review on the bolted connection of wood structures
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摘要 从不同国家规范关于木结构螺栓连接的规定、有限元的应用、破坏模式研究及影响因子等方面,阐述了国内外对木结构螺栓连接侧向承载性能的研究。 in this paper, the lateral bearing capacity of bolted connections were reviewed from specifications for bolted connections of different countries, and also stated the application of finite element, the failure mode and the impact factors on the connections.
出处 《木材加工机械》 2011年第1期40-42,共3页 Wood Processing Machinery
基金 中央级公益性科研院所基金项目 项目编号:CAFINT2010K01
关键词 木结构 螺栓连接:屈服强度 破坏模式 wood structures bolted connections yield strength failure mode
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参考文献14

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二级参考文献6

共引文献11

同被引文献99

  • 1郭伟,费本华,赵荣军,周海宾.木桁架齿板连接性能模拟的研究现状[J].木材加工机械,2008,19(6):28-32. 被引量:6
  • 2王义.木结构系统中的有限元网络技术[J].国外林业,1994(2):50-51. 被引量:1
  • 3黄绍胤 洪敬源 余培明.木结构螺栓连接中销槽木材承压和钢销抗弯的强度.重庆建筑工程学院学报,1986,(1):11-17.
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  • 7Kei Sawata, Motoi Yasumura. Estimation of yield and ultimate strengths of bolted timber joints by nonlinear analysis and yield theory[J]. Journal of Wood Science,2003,49(5) :383-391.
  • 8Leijten A J M. Withdrawal capacity of washers in bolted timber eonneetions[J].Wood Material Science and Engineering, 2009,4 (3-4) : 131-139.
  • 9Christian P Heine, J Daniel Dolan. A new model to predict the load-slip relationship of bolted connections in timber[J].Wood and Fiber Science, 2001,33 (4) : 534-549.
  • 10Kharouf N,McClure G, Smith I. Postelastic behavior of single- and double-bolt timber connections [J]. ASCE Journal of Structural Engineering, 2005,131 (1) : 188-196.

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