Experimental and numerical studies of lean duplex stainless steel beams

By M. Theofanous, L. Gardner. 2010

155 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Metals and Alloys

View Paper: https://www.semanticscholar.org/paper/00d832a6cc7e691f292a0a76dbf367c11576e35b

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. L. Gardner
2. S. Afshan
3. B. Rossi
4. B. Young
5. Najib Saliba
6. O. Zhao
7. X. Yun
8. M. Theofanous

In Metals and Alloys

1. Najib Saliba
2. S. Afshan
3. B. Rossi
4. L. Gardner

Citations in the corpus

• Behaviour of structural stainless steel cross-sections under combined loading – Part I: Experimental study (2015, background): “Three-point and four-point bending tests have been performed to investigate the flexural response and rotation capacity of austenitic [17–21] and duplex [22,23] stainless steel beams under a moment gradient and constant moment, respectively.”
• The continuous strength method for structural stainless steel design (2013, background): “(17) and (18) for major axis and minor axis bending, respectively, where Wpl is the plastic section modulus, Wel is the elastic section modulus and α is 2.0 for SHS/RHS and 1.2 for I-sections.”
• Strength enhancements in cold-formed structural sections - Part I: Material testing (2013, background): “4301, Theofanous and Gardner [25] – 16 tensile coupon tests on lean”
• Cross-section stability of lean duplex stainless steel welded I-sections (2013, methodology): “For the previous bending tests on cold-formed lean duplex stainless steel hollow sections [6], the internal compression element was critical in all cases, allowing no direct comparison to the results on welded I-sections obtained herein.”
• Description of stress-strain curves for stainless steel alloys (2015, unknown): “…2-8 Afshan et al. (2013) 1.4462 6 Cold-formed RD T 2-6 Talja (1997a) 1.4462 5 Cold-formed RD T 2-5 Zhou and Young (2007) 1.4162 18 Cold-formed RD T 3-4 Theofanous and Gardner (2010) 1.4162 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…”
• Flexural behaviour of hot-finished high strength steel square and rectangular hollow sections (2016, unknown): “Shell elements were adopted to discretise the high strength steel beams as is commonplace for the modelling of thin-walled metallic sections [41, 42].”
• Strength enhancements in cold-formed structural sections - Part II: Predictive models (2013, background): “4, tensile coupon data from a broad spectrum of existing testing programs have been gathered [9, 10, 13, 16-28] to supplement those obtained in the companion paper [1].”