Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns

By B. Young, E. Ellobody. 2006

290 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/fca6085cd6421799f40a8b3c860279400491d8ab

How researchers see this paper

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

In Building and Construction

1. L. Gardner
2. M. Theofanous
3. D. Lam
4. I. Arrayago
5. E. Real
6. B. Young
7. S. Afshan
8. Najib Saliba

In Civil and Structural Engineering

1. L. Gardner
2. M. Theofanous
3. D. Lam
4. I. Arrayago
5. E. Real
6. S. Afshan
7. B. Young
8. Najib Saliba

Citations in the corpus

• Testing and numerical modelling of lean duplex stainless steel hollow section columns (2009, background): “20 have been reported in [12, 44-49], whereas the flexural buckling data were taken from [45-48, 50, 51].”
• Structural design of stainless steel concrete filled columns (2008, methodology): “5 Comparisons and recommendations The ultimate loads achieved in the composite stub column tests performed in this study, together with those reported by Young and Ellobody [41] have been summarised in Tables 5 and 6, and compared with the predicted resistance from Eurocode 4, ACI and CSM.”
• Description of stress-strain curves for stainless steel alloys (2015, background): “…93 Sheets RD, TD T, C 2-12 Rasmussen (2001) 1.4462 6 Sheets RD T, C 3 Rasmussen et al. (2003) HSD 8 Cold- formed RD T 1.5-3 Ellobody and Young (2005) 1.4462 5 Cold- formed RD T 3-6 Ellobody and Young (2006) HSD 4 Cold- formed RD T 2-3 Young and Lui (2006) 1.4162 7 Cold- formed RD T, C 1.5 Niu…”