Al-Buraimi University College

Physics-guided residual regression and empirical-error-constrained design exploration for frp-reinforced concrete slab–column connections

Abstract Punching shear is a brittle limit state in concrete flat slabs, and its assessment is still uncertain when fiber-reinforced polymer (FRP) bars replace steel flexural reinforcement. This study develops a physics-guided residual-ridge model for interior, concentrically loa...