203 publications from this institution
The behavior of sheeting connections is important in thin-walled structures, especially when diaphragm skin action is considered for these structures. This paper presents an experimental study on the monotonic and cyclic loading behavior of self-drilling screw connections in stainless steel frame shear walls sheathed with ply-bamboo panels. A total of 46 screwed connection specimens were tested to determine the effects of loading rate, end distance of screws and screw features. The results observed in this study have presented the failure modes and the effects of different factors. It is shown that, the shear behavior of screw connections is little affected by loading rate; both strength and deformation increase with the end distance increasing in the tested range; the shear behavior of phosphating self-drilling screws is superior to stainless steel self-drilling screws.
Titanium-clad (TC) bimetallic steel is a type of high-performance steel, with high corrosion resistance attributed to the titanium alloy and economy as well as excellent mechanical properties resulted from structural steel. Such advanced bimetallic steel is suitable for marine structures, bridges, and buildings exposed to the highly corrosive environment. This paper aims to clarify the high cycle fatigue properties of the hot-rolled TC bimetallic steel with two interface shear strengths of 40MPa and 140MPa. Their stress-strain curves were obtained by the tensile coupon tests. The fatigue S-N curves of TC bimetallic steel at a stress ratio of 0.1 are introduced, which show excellent fatigue performance compared with structural steel. In addition, the hot-rolled TC bimetallic steel with 140 MPa interface shear strength has 21% improvement in fatigue performance than the other one. Despite this, the influence of the interfacial conditions on the high cycle fatigue performance is generally limited. Finally, the S-N curves suitable for these two kinds of TC bimetallic steel are suggested. The research outcomes can provide a reference for understanding the fatigue behaviour of the TC bimetallic steel and the selection of different interfacial conditions in structural engineering