Volume 26 Issue 增刊Ⅰ
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ZENG Qing-xiang;CAI Jian;;ZHOU Li;ZENG Xian-wei. RESEARCH PROGRESS ON SHEAR STRENGTH OF BIAXIAL FLEXURAL REINFORCED CONCRETE BEAM[J]. Engineering Mechanics, 2009, 26(增刊Ⅰ): 84-088.
Citation: ZENG Qing-xiang;CAI Jian;;ZHOU Li;ZENG Xian-wei. RESEARCH PROGRESS ON SHEAR STRENGTH OF BIAXIAL FLEXURAL REINFORCED CONCRETE BEAM[J]. Engineering Mechanics, 2009, 26(增刊Ⅰ): 84-088.
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RESEARCH PROGRESS ON SHEAR STRENGTH OF BIAXIAL FLEXURAL REINFORCED CONCRETE BEAM

  • (1. Department of Civil Engineering, Wuyi University, Jiangmen, Guangdong 529020, China; 2. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, Guangdong 510640, China; 3. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou, Guangdong 510640, China)

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  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
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  • Based on the analysis of current research results on the shear strength of biaxial flexural reinforced concrete beams, several shear strength calculation methods are summarized. The major problems in present studies on biaxial flexural reinforced concrete beams are point out. According to the structural reliability demands and the synthesize comparison analysis results, considering of the requirements of engineering application and the Code for design of concrete structures (GB50010-2002), a practical shear strength calculation method for the design of biaxial flexural reinforced concrete beams with stirrup reinforcement is proposed, and the method is convenient for compilation design sheets.
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