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Volume 12 Issue 07
July 2026
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Author(s)
Miss. Sejal Patil Dr. M.N. Bajad
Abstract
The Paper Attempts Shear Strength Of High Strength Concrete Beam In Shear With Change Shear To Effective Depth Ratio (a/d=1, 1.5, 2, 2.5). The Beams Are Modelled In ‘ANSYS’ Model Which Is Finite Element Software. The Shear Capacity Is Evaluated Using ‘ANS
Keywords
Analytical Model
High Strength Concrete
Shear Strength
Shear Span To Depth Ratio
ANSYS.
Paper ID
IJSARTV5I733011
Publication Date
July 18, 2019
Research Area
Civil Engineering