EXPERIMENTS AND FINITE ELEMENT ANALYSIS OF VARIABLE CROSS-SECTION STEEL TUBE SPLICE JOINTS IN TENSION

Yan Dexu; Wan Hongxia; Wang Xiaoping

doi:10.13204/j.gyjz201406025

Volume 44 Issue 06

Jan. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(06): 112-116

He Rongbing, Jiang Shiyong, Xiong Ye. EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 71-74. doi: 10.13204/j.gyjz200807017

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Yan Dexu, Wan Hongxia, Wang Xiaoping. EXPERIMENTS AND FINITE ELEMENT ANALYSIS OF VARIABLE CROSS-SECTION STEEL TUBE SPLICE JOINTS IN TENSION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 112-116. doi: 10.13204/j.gyjz201406025

He Rongbing, Jiang Shiyong, Xiong Ye. EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 71-74. doi: 10.13204/j.gyjz200807017

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EXPERIMENTS AND FINITE ELEMENT ANALYSIS OF VARIABLE CROSS-SECTION STEEL TUBE SPLICE JOINTS IN TENSION

doi: 10.13204/j.gyjz201406025

Publish Date: 2014-06-20

Abstract

Abstract

The steel tube structures are widely applied in building engineering because of their excellent mechanical properties． The design of the joints is an important part of the whole steel structure． An innovative test setup was developed and full scale experiments on 9 bottom chord splice joints with variable cross-section were fulfilled． The failure load and failure mode of those joints were obtained． Based on the rational simplified material nonlinearity and constraint condition，finite element model of the joints was established and solved． Comparing the experimental results with finite element analysis results，some beneficial conclusions were got．
- steel tube truss,
- bottom chord splice joint,
- variable cross-section,
- failure mode,
- experimental research,
- finite element analysis

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