BEARING CAPACITY OF REINFORCEMENT CONCRETE MEMBERS UNDER COMBINED TENSION，BENDING AND SHEAR

Huang Liang; Zhang Huaian; Jiang Chao; Li Deng; Xu Zipeng; Lu Yiqiu

doi:10.13204/j.gyjz2001411034

Volume 44 Issue 11

Jan. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(11): 172-177

Li Songqi, Li Zhongcheng, Zhang Tao. DESIGN AND SEISMIC RESPONSE ANALYSIS OF SEISMIC-ISOLATION SYSTEM FOR AN EMERGENCY CONTROL CENTER BUILDING OF A NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 41-43. doi: 10.13204/j.gyjz2001412008

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Huang Liang, Zhang Huaian, Jiang Chao, Li Deng, Xu Zipeng, Lu Yiqiu. BEARING CAPACITY OF REINFORCEMENT CONCRETE MEMBERS UNDER COMBINED TENSION，BENDING AND SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 172-177. doi: 10.13204/j.gyjz2001411034

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BEARING CAPACITY OF REINFORCEMENT CONCRETE MEMBERS UNDER COMBINED TENSION，BENDING AND SHEAR

doi: 10.13204/j.gyjz2001411034

Publish Date: 2014-11-15

Abstract

Abstract

Experiments of reinforced concrete (RC) members subjected to combined loading indicated that their tension，bending and shear strength would interact with each other． Based on the theory of tension-bending interaction and moment-shear correlation，a formula checking the bearing capacity of rectangular ＲC member was derived from the balance of sectional force，taking consideration of the interaction of small eccentric tension-shear and large eccentric tension-shear，respectively． Comparing with experimental data，the results calculated by the formula considering tension-bending-shear interaction consisted with the experimental data well． From a security point of view，it was suggested to further modify the design method for the members under combination of tension，bending and shear in Code for Design of Concrete Structures ( GB 50010—2010) ．
- reinforced concrete,
- tension-bending interaction,
- combined loading,
- bearing capacity,
- stress state

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