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 fr...

This study proposes an innovative pennon plate-headed stud of shear connectors. The proposed consists two triangular-shaped steel plates on both sides the headed stud; it is expected to increase capacity a steel-concrete composite connection. Nonlinear finite element analysis carried out using ABAQUS analyze response 54 models PPH studs. A full factorial design and variance are employed in expe...

Abstract Based on the three-stage fatigue crack growth model, a corrosion life prediction method considering coupling effect of and is proposed in this paper. In case, stress factor amplitude was claimed fatigue. Three push-out tests conditions were conducted to study failure mode studs. The propagation studs, obtained through tests, simulated FRANC 3D establish library adequate amplitude. Acco...