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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2001  >  1(3): 46-49
SONG Yi-fan, CUI Jun, ZHAO Xiao-xing, HE Shuan-hai. Testing Research on the Relation between the Crack Distinctive Feature and the Structural Performance of Reinforced Concrete T-beams[J]. Journal of Traffic and Transportation Engineering, 2001, 1(3): 46-49.
Citation: SONG Yi-fan, CUI Jun, ZHAO Xiao-xing, HE Shuan-hai. Testing Research on the Relation between the Crack Distinctive Feature and the Structural Performance of Reinforced Concrete T-beams[J]. Journal of Traffic and Transportation Engineering, 2001, 1(3): 46-49.
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Testing Research on the Relation between the Crack Distinctive Feature and the Structural Performance of Reinforced Concrete T-beams

  • 1.

    School of Highway, Chang′an University, Xi′an 710064, China

  • 2.

    Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China

  • Received Date: 2001-05-20
  • Publish Date: 2001-09-25
    Abstract
  • Many cracks in the existing reinforced concrete T beam bridges with low criterion are found.Based on crack distinctive feature obtained from the reinforced concrete T beam test in the laboratory, the structural steel ratio in reinforced concrete T beams with many cracks can be forecasted by the way of regressive and nonlinear analysis so that their structural performance can be effectively assessed.The method is simple in theory, convenient in application and reliable in precision. This method changes the assessment for structure from qualitative anlysis to the quantitative calculation.

     

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