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Volume 12 Issue 07
July 2026
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Author(s)
Mr.Prathamesh Palav Prof.R.T Jyoti
Abstract
Finite Element Formulation With The Damaged Plasticity Model For Concrete In Is Used To Simulate The Opening Effect In Reinforced Concrete Slabs Without Shear Reinforcement. Nine Edge Slabcolumn Connections, Previously Tested, Are Analyzed. The Effect Of
Keywords
Paper ID
IJSARTV3I1219288
Publication Date
December 20, 2017
Research Area
Civil Engineering