ULTIMATE LIMIT CAPACITY OF THIN-WALLED COLD-FORMED STEEL MEMBERS
Journal Title: ROMANIAN JOURNAL OF TECHNICAL SCIENCES - APPLIED MECHANICS - Year 2018, Vol 63, Issue 3
Abstract
This paper is a review of research done in the recent years as a result of collaboration between the Department of Steel Structures and Structural Mechanics of the Politehnica University of Timisoara, Laboratory of Steel Structures of the Romanian Academy and Department of Strength of Materials of the Łódź University of Technology related to load carrying capacity, post-failure behaviour and plastic mechanisms of failure of thin-walled cold-forms steel (TWCFS) members subjected to compression and/or bending.
Authors and Affiliations
VIOREL UNGUREANU, MARIA KOTEŁKO, DAN DUBINA
Keywords
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