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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ZHAO Jinjie, LI Jiaxing, YANG Yongxin, HE Jun, TANG Qihong, WANG Tao, LI Kun. EFFECT OF BASALT FLAKE ON ADHESION OF COATING[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 199-203. doi: 10.13204/j.gyjzG20051402

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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

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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

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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

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

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