Experimental and PARAMETRIC Numerical Investigation on Punching Shear Behavior of RPECC Link Slabs in Joint-free Bridges
Link slabs incorporating Rubberized Polyethylene Engineered Cementitious Composite (RPECC) exhibit excellent axial performance, making them a promising solution for joint-free bridges. However, the structural reliability of RPECC link slabs under localized wheelload- induced effects, particularly with respect to pu...