PROPOSED DESIGN METHOD OF COMBINED CONNECTIONS WITH BOLTS AND LONGITUDINAL WELDS FOR STEEL STRUCTURES

Shi Yongjiu; Wang Lei; Wang Yuanqing; Bai Runshan; Ma Jiansuo; Li Minfeng

doi:10.13204/j.gyjz201303023

Volume 43 Issue 3

Dec. 2014

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Shi Yongjiu, Wang Lei, Wang Yuanqing, Bai Runshan, Ma Jiansuo, Li Minfeng. PROPOSED DESIGN METHOD OF COMBINED CONNECTIONS WITH BOLTS AND LONGITUDINAL WELDS FOR STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 108-112. doi: 10.13204/j.gyjz201303023

Citation:

Shi Yongjiu, Wang Lei, Wang Yuanqing, Bai Runshan, Ma Jiansuo, Li Minfeng. PROPOSED DESIGN METHOD OF COMBINED CONNECTIONS WITH BOLTS AND LONGITUDINAL WELDS FOR STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 108-112. doi: 10.13204/j.gyjz201303023

Citation:

Shi Yongjiu, Wang Lei, Wang Yuanqing, Bai Runshan, Ma Jiansuo, Li Minfeng. PROPOSED DESIGN METHOD OF COMBINED CONNECTIONS WITH BOLTS AND LONGITUDINAL WELDS FOR STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 108-112. doi: 10.13204/j.gyjz201303023

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PROPOSED DESIGN METHOD OF COMBINED CONNECTIONS WITH BOLTS AND LONGITUDINAL WELDS FOR STEEL STRUCTURES

doi: 10.13204/j.gyjz201303023

1.
1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. Hebei Institute of Architecture and Civil Engineering,Zhangjiakou 075024,China

Received Date: 2012-05-22
Publish Date: 2013-03-20

Abstract

Abstract

The combined connection with welds and bolds can be widely used in reinforcing the joint in steel structure.In this paper,a proposed design method of combined connection with bolts and longitudinal welds was given based on the tests and finite element analysis(FEA).The was method considers the effect of the strength ratio between bolts and welds.The safety and reliability of the method were verified by FEA and also compared with other design method.The design method can contribute to the promotion of the application of the combined connections.
- combined connection with bolt and weld,
- design method

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References(13)

References

日本钢构造协会接合小委员会.高强度螺栓结合[M].北京:中国铁道出版社,1984.

[2] Manuel J,Kulak G L. Strength of Joints that Combine Bolts andWelds[J]. Journal of Structure Engineering,2000,126(3):279－287.

[3] Holtz N M,Kulak G L. High Strength Bolts and Welds in LoadSharing Systems[R]. Struct. Engrg. Rep. No.8. Dept. of Civ.Engrg.,Nova Scotia Technical College,Halifax,N. S.,Canada:1970.

[4] Jarosch K H,Bowman M D. Behavior of Tension Butt Joints UsingBolts and Welds in Combination[R]. Struct. Engrg. Rep.CESTR －85－20,West Lafaveffe,Indian,USA; PurdueUniversity,1985.

[5] 刘声扬.高强螺栓和焊缝混合连接的受力性能分析[J].工业建筑,1985,15(6):24－27.

[6] 郭寓岷,贺贤娟,刘广立.焊接高强螺栓混合连接性能与工艺研究[J].钢结构,1996,11(3):50－55.

[7] 孙磊.栓焊并用连接节点试验及有限元分析研究[D].北京:中冶集团建筑研究总院,2007.

[8] 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.

[9] 王佼姣.厂房吊车梁和围护结构设计与栓焊并用连接受力性能研究[D].北京:清华大学,2009.

[10] CECS 77∶96钢结构加固技术规范[S].

[11] JGJ 822011钢结构高强度螺栓连接技术规程[S].

[12] 王磊.栓焊并用连接承载性能试验及有限元分析研究[D].北京:清华大学.2010.

[13] GB － T 12312006钢结构用高强度大六角头螺栓、大六角螺母、垫圈技术条件[S].

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