SHEAR STRENGTH ON THE INTERFACE BETWEEN RECTANGULAR TUBES AND INFILLED CONCRETE AND ITS IMPROVEMENT BY DIAPHRAGM

Guo Lixiang  Tong Genshu

doi:10.13204/j.gyjz201506030

Volume 45 Issue 6

Aug. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(6): 154-159

Liu Jiahui, Bai Juan, Liu Lixin. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF CONCRETE BEAMS REINFORCED BY HOT ROLLED RIBBED BARS OF FINE GRAINS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 106-110. doi: 10.13204/j.gyjz201010024

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Guo Lixiang Tong Genshu, . SHEAR STRENGTH ON THE INTERFACE BETWEEN RECTANGULAR TUBES AND INFILLED CONCRETE AND ITS IMPROVEMENT BY DIAPHRAGM[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 154-159. doi: 10.13204/j.gyjz201506030

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SHEAR STRENGTH ON THE INTERFACE BETWEEN RECTANGULAR TUBES AND INFILLED CONCRETE AND ITS IMPROVEMENT BY DIAPHRAGM

doi: 10.13204/j.gyjz201506030

Guo Lixiang Tong Genshu,

Publish Date: 2015-06-20

Abstract

Abstract

This paper analyzed the results of the interface shear strength tests of 47 concrete-filled square steel tube and 18 concrete-filled rectangular steel tube specimens at home and broad． A formulas was proposed for calculating the standard value of interface shear strength． The important role of diaphragms in raising the co-operation of steel tube and concrete was verified by a test in Japan，i． e． the diaphragms could prevent the relative slip between the steel tube and the concrete in it．
- concrete-filled steel tube,
- interface,
- shear strength

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