Search
CSV
RISInfluence of Web Buckling on Flexural Performance of Bolted CFS Apex Sleeve Connector between Single-Channel Rafters
Publisher: American Society of Civil Engineers
Abstract: AbstractThis paper envisages conducting an experimental investigation exclusively on web buckling
behavior of an innovative apex connector for single-channel cold-formed light gauge
steel (CFS) rafters. The existing ...
Behavior of Cold-Formed Steel Beam-to-Column Clip-Angle Connection at Fire
Publisher: American Society of Civil Engineers
Abstract: AbstractThis study examines the behavior of cold-formed steel (CFS) beam-to-column bolted
clip-angle connections under ambient and fire conditions. A total of 26 experimental
tests were conducted, varying the width and ...
Cleat Angle Behavior in C-Shaped Purlin-to-Rafter Connections: Experimental Study and Design Considerations
Publisher: American Society of Civil Engineers
Abstract: AbstractThis research examines the pull-through failure behavior of cold-formed steel (CFS)
C-shaped purlin-to-rafter connections using a cleat angle. A total of 72 tests were
performed to evaluate the influence of ...
An Investigation on Residual Stress Distribution in Cold-Formed Steel Channel Sections
Publisher: American Society of Civil Engineers
Abstract: AbstractThis study investigates the behavior of residual stresses (RS) in cold-formed steel
(CFS) unlipped press braked channel (PBC) sections. A nondestructive X-ray diffraction
(XRD) technique was employed to characterize ...