Full-range stress–strain curves for stainless steelalloys
By K. Rasmussen. 2003
964 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/be4a521608ab23faea187ca3bcfa3751555c93c4
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In Building and Construction
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Citations in the corpus
- Compressive testing and numerical modelling of concrete-filled double skin CHS with austenitic stainless steel outer tubes (2019, methodology): “2), static tensile strength (u), Young's 177 modulus (E), elongation at fracture (εf) based on the respective gauge lengths and 178 compound Ramberg-Osgood parameters (n and m) which describe the shape of the 179 stress-strain curve [39-42].”
- Elevated temperature material properties of stainless steel alloys (2010, methodology): “This observation led to the proposal [34] and modification and development of [35,4042] the two-stage compound Ramberg-Osgood material model.”
- Stress-strain curves for hot-rolled steels (2017, background): “2, but can become inaccurate at higher strains, as demonstrated for stainless steels in [22].”
- Stability and design of stainless steel structures – Review and outlook (2019, methodology): “Rasmussen [8] presented a simplified version of Equation 2, noting that for ductile materials: 0 2 0 2 u yu u .”
- Material properties and residual stresses of cold-formed high strength steel hollow sections (2015, background): “However, the model overestimates the stresses after thematerial yielding (Mirambell and Real [32], Gardner and Nethercot [33], Rasmussen [34]).”
- The continuous strength method for the design of circular hollow sections (2016, neutral): “24, which is taken from EN 1993-1-4 [4, 81].”
- Finite element modelling of structural stainless steel cross-sections (2006, methodology): “Rasmussen [6] proposed that the strain hardening exponent n be determined on the basis of the 0.01% proof stress and 0.2.”
- Residual stress analysis of structural stainless steel sections (2008, neutral): “The development of this model for stainless steel stress-strain behaviour, from its origins in 1943 to the more recently adopted two-stage versions, is given in the following references [25, 26, 27, 28, 29, 30, 31].”
- Strength enhancements in cold-formed structural sections - Part I: Material testing (2013, methodology): “01 [21] have been commonly adopted as the second point.”