EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF COMPOSITE COLUMN SPECIMENS WITH OPENINGS ON STEEL TUBE WALL

Wu Zhaohua; Li Ningbo; Wan Yixiu; Qian Jiaru; Chen Yan; Zhang Lihua

doi:10.13204/j.gyjz201405025

Volume 44 Issue 05

Jul. 2015

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Wu Zhaohua, Li Ningbo, Wan Yixiu, Qian Jiaru, Chen Yan, Zhang Lihua. EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF COMPOSITE COLUMN SPECIMENS WITH OPENINGS ON STEEL TUBE WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 111-115. doi: 10.13204/j.gyjz201405025

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Wu Zhaohua, Li Ningbo, Wan Yixiu, Qian Jiaru, Chen Yan, Zhang Lihua. EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF COMPOSITE COLUMN SPECIMENS WITH OPENINGS ON STEEL TUBE WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 111-115. doi: 10.13204/j.gyjz201405025

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EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF COMPOSITE COLUMN SPECIMENS WITH OPENINGS ON STEEL TUBE WALL

doi: 10.13204/j.gyjz201405025

Publish Date: 2014-05-20

Abstract

Abstract

To study the shear strength of composite column whose steel tube has large openings and to study the effects of strengthening measures，4 concrete-filled steel tube composite column specimens were tested，in which one specimen had no opening on its steel tube wall and 3 specimens had large openings on their steel tube wall． The test results showed that all the specimens failed in shear; openings on the steel tube wall decreased the shear strength of the specimens． The strengthening measures increased the shear strength of specimens whose steel tube had large openings． The formulas to calculate the shear strength of concrete-filled steel tube composite columns whose steel tube had large openings were proposed，the calculated shear strength of the specimens had good agreement with the test results．
- concrete-filled steel tube composite column,
- steel tube wall with openings,
- experimental study,
- shear strength,
- calculation formula

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