• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
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  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
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  • Chinese Science Citation Database
Volume 13 Issue 1
Feb.  2000
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Article Contents
ZHANGKai-jing. Investigation on Shear Strength of the Oblique Sectionof Concrete Simply Supported Beam[J]. Journal of Southwest Jiaotong University, 2000, 13(1): 1-6.
Citation: ZHANGKai-jing. Investigation on Shear Strength of the Oblique Section of Concrete Simply Supported Beam[J]. Journal of Southwest Jiaotong University, 2000, 13(1): 1-6.

Investigation on Shear Strength of the Oblique Section of Concrete Simply Supported Beam

  • Publish Date: 25 Feb 2000
  • The main parameters affecting the shear strength of the reinforced concrete (RC), partial prestressed concrete (PPC) and prestressed concrete (PC) simply supported beams are analyzed and optimized; and the expression formula for the shear strengths of the concrete and the hooped reinforcement are putforward respectively. Based on the experimental results obtained bythe projectresearchteamand the regression analysis of the data tested in 871 beams from home and abroad, the united formulas for calculating the shear strengths of the RC, PPC and PC simply supported beams are presented, which have been adopted as the shear provision of“China Railway Bridge Code”.

     

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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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