Experiments and failure analysis of SHCC and reinforced concrete composite slabs

摘要: For all types of concrete structures, controlling cracking, as well the enhancement serviceability and ultimate flexural capacity are important issues for deck slabs. This study presents an experimental campaign accompanying nonlinear analysis a series Strain Hardening Cementitious Composite (SHCC) reinforced slab systems, simply-supported subjected to four-point loading. In order improve performance both at service limit states, SHCC layer with thickness 150–400 mm was placed on soffit composite slab; manufactured using two different processes, namely cast-in-situ SHCCs extruded precast panel. Nonlinear slabs also carried out predict moment curvature deflections systems. The developed systems were found have enhanced regard capacity, compared conventional slab.