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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
Citation: 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

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

doi: 10.13204/j.gyjz201506030
  • Publish Date: 2015-06-20
  • 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.
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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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