Local Buckling Tests on Cold-Formed Steel Beams
By Cheng Yu, Benjamin W. Schafer. 2003
166 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/29ed2d509ce1fbd539e24969c03c7951fafff407
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Distortional Buckling Tests on Cold-Formed Steel Beams (2006, methodology): “…and analytical work indicates that the current North American Specification provisions (NAS 2001) are inadequate for predicting bending capacity of C and Z members when distortional buckling occurs (e.g., Hancock et al. 1996, Rogers and Schuster 1995, Schafer and Peköz 1999, Yu and Schafer 2003).”
- REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN (2008, background): “A recent series of flexural tests on a variety of C-and Z-sections in local buckling [23,24] and distortional buckling [24,25] used specific details to isolate the two modes and unequivocally”
- Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method (2007, background): “An extensive series of tests was conducted on industry standard cold-formed steel C and Z-beams to study local buckling (Yu and Schafer [1]) and distortional buckling (Yu and Schafer [2]) failures.”