Experimental Investigation of the Cold-Formed Steel Beam-to-Column Clip-Angle Screwed Connections at Ambient and Elevated Temperatures
The present study examines the behavior of beam-to-column cold-formed steel (CFS) clip-angle screwed connections in ambient and elevated-temperature conditions through a total of 49 experimental tests. The aspect ratio of the clip-angle, defined as the width-to-depth ratio, was varied from 0.19 to 0.96 by considering...