Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method
By Cheng Yu, Benjamin W. Schafer. 2007
204 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/b456755efaa781512f77601426f6c3e117b0e582
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In Building and Construction
In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN (2008, background): “A recent series of flexural tests and complementary finite element analysis on a variety of C- and Z-sections in local buckling [24–26] and distortional buckling [25–27] used specific details to isolate the two modes and unequivocally demonstrated the robustness of the Direct Strength Method predict”
- Cold‐formed steel structures around the world (2011, background): “At one end of the spectrum GMNIA analysis with shell finite elements provides a compelling multi-purpose simulation tool, even if sensitivity and knowledge of the required inputs can be a challenge [28], [29].”