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RISCleat 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 ...