EFFECT OF SHEAR SPAN TO DEPTH RATIO AND GRADE OF REINFORCEMENT (YIELD STRENGTH) ON SHEAR STRENGTH OF HIGH STRENGTH CONCRETE WITH ARIFICIAL SAND

• Author(s):

  Mr. G. G. Falmari | Mr. P. M. Kulkarni

• Keywords:

  High Strength Concrete, Concrete Beams, Shear Strength, Shear Span To Depth Ratio, Finite Element Analysis, ANSYS.

• Abstract:

  The Paper Attempts To Predict The Shear Strength Of High Strength Concrete Beams (60 Mpa) With Different Shear Span To Depth Ratios (a/d = 1, 1.5, 2 And 2.5) Without Web Reinforcement. The Beams Of Various Size And Spans Are Tested For Flexure And Sh

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Other Details

• Paper id:

  IJSARTV2I75690

• Published in:

  Volume: 2 Issue: 7 July 2016

• Publication Date:

  2016-07-27

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