Structural Performance of Channel and Angle Shear Connectors in Brick Aggregate Concrete

This study is based on the necessity of sustainable housing in earthquake-prone and wind-prone coastal locations. It focuses determining load-slip behavior, failure mode, ductility low-strength concrete made with brick aggregate containing channel angle shear connectors fixed wide flanged beam. Under monotonic loading, have an average 15.11% 54.81% higher capacity slip than slab. Shear loads from experiments are compared some formulas. found that formulas give slightly results experimental for both concrete.