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Volume 12 Issue 07
July 2026
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Author(s)
Mr. G. G. Falmari Mr. P. M. Kulkarni
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
Keywords
High Strength Concrete
Concrete Beams
Shear Strength
Shear Span To Depth Ratio
Finite Element Analysis
ANSYS.
Paper ID
IJSARTV2I75690
Publication Date
July 27, 2016
Research Area
Structural Engineering