STUDY ON BENDING BEHAVIOR OF STEEL TUBE REINFORCED CONCRETE MEMBERS

Wang Gang; Qian Jiaru; Lin Liyan

doi:10.13204/j.gyjz200602020

Volume 36 Issue 2

Dec. 2014

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Wang Gang, Qian Jiaru, Lin Liyan. STUDY ON BENDING BEHAVIOR OF STEEL TUBE REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 68-71. doi: 10.13204/j.gyjz200602020

Citation:

Wang Gang, Qian Jiaru, Lin Liyan. STUDY ON BENDING BEHAVIOR OF STEEL TUBE REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 68-71. doi: 10.13204/j.gyjz200602020

Wang Gang, Qian Jiaru, Lin Liyan. STUDY ON BENDING BEHAVIOR OF STEEL TUBE REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 68-71. doi: 10.13204/j.gyjz200602020

Citation:

Wang Gang, Qian Jiaru, Lin Liyan. STUDY ON BENDING BEHAVIOR OF STEEL TUBE REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 68-71. doi: 10.13204/j.gyjz200602020

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STUDY ON BENDING BEHAVIOR OF STEEL TUBE REINFORCED CONCRETE MEMBERS

doi: 10.13204/j.gyjz200602020

1.
1 Tsinghua University Beijing 100084;
2.
2 Liaoning Province Building Design and Research Institute Shenyang 110005

Received Date: 2005-08-20
Publish Date: 2006-02-20

Abstract

Abstract

Flexural behavior of the steel tube reinforced concrete member was studied by bending test of 10 specimens. The bending strength of specimens was calculated by ultimate balance method and strap method respectively. The complete momen-t curvature relationship curves of specimens were calculated by strap method. The analytical results had good agreement with the test results. Based on the test results the momen-t curvature relationship curve of steel tube reinforced concrete member can be simplified as a tr-i linear model. Equations of the model expressed with bending stiffness were proposed.
- steel tube reinforced concrete member,
- bending bearing capacity,
- bending stiffness,
- momen-t curvature relationship curve

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References(6)

References

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