Structural performance of cold-formed high strength stainless steel columns
By E. Ellobody, B. Young. 2005
147 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/f0e07ebd1c057808526cb294504bd123220b687d
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Compressive resistance of hot-rolled elliptical hollow sections (2008, background): “These elements have been shown to perform well in similar applications [10, 11, 12].”
- Structural design of stainless steel concrete filled columns (2008, background): “The structural behaviour of high strength stainless steel tubular members has been studied by Young and Lui [37], Ellobody and Young [38] and Gardner, Talja and Baddoo [39]; these studies have led to an expansion of the scope of Eurocode 3: Part 1.4 [40] to now cover cold-worked stainless steel grad”
- Strength enhancements induced during cold forming of stainless steel sections (2008, background): “A number of studies [23,24] have however found that the influence of membrane residual stresses on the structural behaviour of cold-formed stainless steel sections is generally small.”
- Cyclic testing and numerical modelling of carbon steel and stainless steel tubular bracing members (2010, methodology): “It has been successfully used in previous studies for modelling hollow section columns and produced accurate results for compressive resistance and failure modes [26, 27].”
- Cross-section stability of lean duplex stainless steel welded I-sections (2013, unknown): “The key results from the coupon tests, together with the mill certificate material properties, are summarised in Tables 1 and 2, where E is Young’s modulus, σ0.”
- Description of stress-strain curves for stainless steel alloys (2015, background): “…1-3 Talja and Hradil (2001) Duplex and lean duplex 1.4462 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…”
- Finite element modelling of structural stainless steel cross-sections (2006, background): “It is worth mentioning that the number of nodes was constant for both the cases, whilst the number of elements was 4 times higher for models using S4R than the corresponding models using S9R5.”
- Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research (2019, unknown): “Feng and Young [26,27] carried out a series of experiment to investigate the behaviour of concrete-filled high strength and normal strength stainless steel tubular T-joints and X-joints as shown in Fig.”