Numerical study on the stiffness and ultimate strength of cold-formed steel C-shaped connectors under pull-out failure

• Published in: Australian journal of structural engineering Vol. 24; no. 2; pp. 173 - 189
• Main Authors: Obeydi, Marzieh, Baltork, Iman Mohammadpoor, Zeynalian, Mehran
• Format: Journal Article
• Language: English
• Published: Taylor & Francis 03.04.2023
• Subjects: C-shaped connectors; Cold-formed steel; initial stiffness; Pull-out strength
• ISSN: 1328-7982; 2204-2261
• DOI: 10.1080/13287982.2022.2149977

In this paper, cold-formed steel C-shaped connectors, as one of the most commonly used components in steel wall/framing systems, were investigated under the pull-out failure modes using a detailed numerical study. Finite element models were validated using the data obtained from an experimental program; and the results were compared with the current design equations. Finally, a new pull-out strength equation was proposed based on the critical parameters affecting the behaviour of C-shaped connectors. In addition, initial bending stiffness of C-shaped connectors was studied using a simplified analytical approach; and the results obtained from the proposed new stiffness equation were compared with the initial slope of experimental and numerical force-displacement curves. These comparisons confirm the accuracy of the new strength and stiffness equations in order to apply to the analytical methods such as component-based method in future works.