RESEARCH ON LONGITUDINAL CRACK DAMAGE TO CONCRETE-FILLED STEEL TUBE STRUCTURE AND ITS STRENGTHENING

Wang Peiqiong; Tang Yuechao; Mao Zhongyi

doi:10.13204/j.gyjz200502026

Volume 35 Issue 2

Dec. 2014

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Wang Peiqiong, Tang Yuechao, Mao Zhongyi. RESEARCH ON LONGITUDINAL CRACK DAMAGE TO CONCRETE-FILLED STEEL TUBE STRUCTURE AND ITS STRENGTHENING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 96-97,109. doi: 10.13204/j.gyjz200502026

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Wang Peiqiong, Tang Yuechao, Mao Zhongyi. RESEARCH ON LONGITUDINAL CRACK DAMAGE TO CONCRETE-FILLED STEEL TUBE STRUCTURE AND ITS STRENGTHENING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 96-97,109. doi: 10.13204/j.gyjz200502026

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RESEARCH ON LONGITUDINAL CRACK DAMAGE TO CONCRETE-FILLED STEEL TUBE STRUCTURE AND ITS STRENGTHENING

doi: 10.13204/j.gyjz200502026

1.
1. North China University of Electric Power Beijing 102206;
2.
2. Beijing Great-Energy General Technology Co.,Ltd Beijing 100031;
3.
3. Panjiakou Energy Storage Plant Panjiakou 064309

Received Date: 2004-10-08
Publish Date: 2005-02-20

Abstract

Abstract

According to the longitudinal crack damage and strengthening of the concrete-filled steel tube(CFST) for the substation of Hebei Panjiakou Energy Storage Plant,it has been researched and analyzed that the structural defects,cracking failure mechanism and the rule of producing cracks and their development etc of CFST.Some strengthening principles and measures are proposed,which provides meaningful theoretical basis and principles of strengthening the existing CFST structures,as well as designing and constructing similar structures in the future.
- CFST,
- longitudinal cracking,
- structural defect,
- failure mechanism,
- strengthen

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