Material properties of cold-formed lean duplex stainless steel sections
By Yuner Huang, B. Young. 2012
174 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/348c903f4b879281ab6bb61810013d06a97bfb80
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In Civil and Structural Engineering
Citations in the corpus
- The Art of Coupon Tests (2014, methodology): “Thus, the material properties of curved portions of sections, such as corner coupons, are also important and corner coupon tests were conducted [10, 14-16].”
- Material properties and residual stresses of cold-formed high strength steel hollow sections (2015, methodology): “Sectioning is a popular destructivemethod based on measuring the deformations of material when extracted frommembers [36–38] andwas adopted in this investigation.”
- Residual stress distributions in welded stainless steel sections (2014, unknown): “Residual stresses in structural stainless steel sections may differ significantly from those in carbon steel sections, owing to distinct differences in material and thermal properties [1,2].”
- Behaviour of structural stainless steel cross-sections under combined loading – Part I: Experimental study (2015, background): “Stub column tests on different cross-section classes have been carried out to study the compressive response and local buckling behaviour of austenitic [9–14] and duplex [15,16] stainless steel cross-sections.”
- Description of stress-strain curves for stainless steel alloys (2015, background): “…25 Sheet RD, TD T, C 4-20 Saliba and Gardner (2013a) 1.4162 23 Sheet RD, TD T, C 6-12 Saliba and Gardner (2013b) 1.4162 12 Cold-formed RD T 1.5-2.5 Huang and Young (2012) *: Experimental curves included in Real et al. (2012a) RD: Rolling direction, TD: Transverse direction, 45º: 45º from the…”