Modified strip model for punching-shear strength of FRP-reinforced concrete edge–column slab connections
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference52 articles.
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2. Punching-Shear Strength of GFRP-Reinforced Concrete Flat Slabs;Hassan;Can J Civ Eng,2013
3. Punching shear behavior of two-way slabs reinforced with frp shear reinforcement;Hassan;J Compos Constr,2014
4. Effect of column size and reinforcement ratio on shear strength of glass fiber-reinforced polymer reinforced concrete two-way slabs;Hassan;ACI Struct J,2017
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1. Predicting punching shear in RC interior flat slabs with steel and FRP reinforcements using Box-Cox and Yeo-Johnson transformations;Case Studies in Construction Materials;2023-12
2. Metaheuristic Optimization of Random Forest for Predicting Punch Shear Strength of FRP-Reinforced Concrete Beams;Materials;2023-05-28
3. Effects of structural size and corner radius on eccentric failure of rectangular CFRP-wrapped RC columns: Meso-scale modellings;Engineering Structures;2023-05
4. Punching shear behavior of FRP reinforced concrete slabs under different opening configurations and loading conditions;Case Studies in Construction Materials;2022-12
5. Experimental and Theoretical Investigation of the Punching Shear Strength of GFRP-Reinforced Two-Way Slabs;Structural Engineering International;2022-09-12
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