References
- ABAQUS. (2013). "ABAQUS/Standard user's manual volumes I-III and ABAQUS CAE manual", Version 6.13, Dassault Systemes Corp., Providence, USA.
- Afshan, A., & Gardner, L. (2013). The continuous strength method for structural stainless steel design. Thin-Walled Structures, 68, 42-49. https://doi.org/10.1016/j.tws.2013.02.011
- American Society of Civil Engineers, SEI/ASCE8-02. (2002). Specifi cation for the design of cold-formed stainless steel structural members. Virginia: ASCE.
- Anbarasua, M., & Ashraf, M. (2016). Behaviour and design of coldformed lean duplex stainless steel lipped channel columns. Thin-Walled Structures, 104, 106-115. https://doi.org/10.1016/j.tws.2016.03.012
- Anbarasua, M., & Ashraf, M. (2017). Interaction of local-flexural buckling for cold-formed lean duplex stainless steel hollow columns. Thin-Walled Structures, 112, 20-30. https://doi.org/10.1016/j.tws.2016.12.006
- Chang, K. H., Lee, K. L., & Pan, W. F. (2010). Buckling failure of 310 stainless steel tubes with different diameter-to-thickness ratios under cyclic bending. Steel and Composite Structures, 10(3), 245-260. https://doi.org/10.12989/scs.2010.10.3.245
- Dai, X., & Lam, D. (2010). Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections. Steel and Composite Structures, 10(6), 517-539. https://doi.org/10.12989/scs.2010.10.6.517
- Ellobody, E., & Young, B. (2007). Investigation of cold-formed stainless steel non-slender circular hollow section columns. Steel and Composite Structures, 7(4), 321-337. https://doi.org/10.12989/scs.2007.7.4.321
- EN 10088-4 (2009). "Stainless steels-part 4: Technical delivery conditions for sheet/plate and strip of corrosion resisting steels for general purposes", CEN.
- EN1993-1-4.Eurocode3 (2006). "Design of Steel Structures - Part1-4: General Rules: Supplementary Rules for Stainless Steels", BSI, London
- Gardner, L. (2002). A new approach to structural stainless steel design", Ph.D.thesis. Struct. Section, Department of Civil and Environmental Engineering, Imperial College London, UK.
- Gardner, L. (2008). The continuous strength method. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 161(3), 127-133. https://doi.org/10.1680/stbu.2008.161.3.127
- Gardner, L., & Ashraf, M. (2006). Structural design for non-linear metallic materials. Engineering Structure, 28, 925-936.
- Gardner, L., Insausti, A., Ng, K. T., & Ashraf, M. (2010). Elevated temperature material propertiesof stainless steel alloys. Engineering Structure, 66(5), 634-647.
- Gardner, L., & Nethercot, D. A. (2004a). Experiments on stainless steel hollow-Part 1:material and cross-sectional behavior". Constr. Steel Res., 60(9), 1291-1318. https://doi.org/10.1016/j.jcsr.2003.11.006
- Gardner, L. and Nethercot, D.A. (2004). "Numerical modeling of stainless steel structural components-A consistent approach", Journal of Structural Engineering, ASCE, 130(10), 1586-1601. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:10(1586)
- Gardner, L., Talja, A., & Baddoo, N. R. (2006). Structural design of high-strength austenitic stainless steel. Thin-Walled. Structures, 44, 517-528. https://doi.org/10.1016/j.tws.2006.04.014
- Hassanein, M. F. (2010). Numerical modeling of concrete-filled lean duplex slender stainless steel tubular stub columns. Journal of Constructional Steel Research, 66(8-9), 1057-1068. https://doi.org/10.1016/j.jcsr.2010.03.008
- Huang, Y., & Young, B. (2014). Structural performance of cold-formed lean duplex stainless steel columns. Thin-Walled Structures, 83, 59-69. https://doi.org/10.1016/j.tws.2014.01.006
- Kuwamura, H. (2003). Local buckling of thin-walled stainless steel members. Steel Structures, 3, 191-201.
- Liu, Y., & Young, B. (2003). Buckling of stainless steel square hollow section compression members. Journal of Constructional Steel Research, 59, 165-177. https://doi.org/10.1016/S0143-974X(02)00031-7
- Mirambell, E., & Real, E. (2000). On the calculation of deflections in structural stainless steel beams: an experimental and numerical investigation. Journal of Constructional Steel Research, 54, 109-133. https://doi.org/10.1016/S0143-974X(99)00051-6
- Nilsson, J. O., Chai, G., & Kivisakk, U. (2008). Recent development of stainless steels (pp. 585-590). Helsinki, Finland: Pro. of the Sixth European Stainless steel Conf.
- Ramberg, W. and Osgood, W.R. (1943). "Description of stress-strain curves by three parameters", Technical Note No 902, Washington DC, National advisory committee for aeronautics
- Rasmussen, K. J. R., & Hancock, G. J. (1993). Design of cold-formed stainless steel tubular members I-columns. Journal of Structural Engineering, 119(8), 2349-2367. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:8(2349)
- Sachinanda, K., & Singh, K. D. (2015). Numerical study of fixed ended lean duplex stainless steel (LDSS) flat oval hollow stub column under pure axial compression. Thin-Walled Structures, 96, 105-119. https://doi.org/10.1016/j.tws.2015.07.016
- Sachinanda, K., & Singh, K. D. (2017). Structural behaviour of fixed ended stocky Lean Duplex Stainless Steel (LDSS) flat oval hollow column under axial compression. Thin-Walled Structures, 113, 47-60. https://doi.org/10.1016/j.tws.2017.01.012
- Salem, A. H., Sayed-Ahmed, E. Y., El-Serwi, A. A., & Korashy, M. M. (2004). Ultimate section capacity of steel thin-walled I-section beam-columns. Steel and Composite Structures, 4(5), 367-384. https://doi.org/10.12989/scs.2004.4.5.367
- Saliba, N., & Gardner, L. (2013). Cross-section stability of lean duplex stainless steel welded I-Sections. Journal of Constructional Steel Research, 80, 1-14. https://doi.org/10.1016/j.jcsr.2012.09.007
- Schafer, B. W. (2008). Review: the direct strength method of coldformed steel member design. Journal of Constructional Steel Research, 64(7-8), 766-778. https://doi.org/10.1016/j.jcsr.2008.01.022
- Sieurin, H., Sandstrom, R., & Westin, E. M. (2007). Fracture toughness of the lean duplex stainless steel LDX 2101. Metallurgical and Materials Transactions A, 37(10), 2975-2981.
- Theofanous, M., & Gardner, L. (2009). Testing and numerical modelling of lean duplex stainless steel hollow section columns. Engineering Structures, 31, 3047-3058. https://doi.org/10.1016/j.engstruct.2009.08.004
- Theofanous, M., & Gardner, L. (2011). Effect of element interaction and material nonlinearity on the ultimate capacity of stainless steel cross-sections. Steel and Composite Structures, 12(1), 73-92.
- Uy, B. (2008). Stability and ductility of high performance steel sections with concrete infill. Journal of Constructional Steel Research, 64(7-8), 748-754. https://doi.org/10.1016/j.jcsr.2008.01.036
- Yang, L., Zhao, M., Chan, T. M., Shan, F., & Xu, D. (2016a). Flexural buckling of welded austenitic and duplex stainless steel I-section columns. Journal of Constructional Steel Research, 122, 339-353. https://doi.org/10.1016/j.jcsr.2016.04.007
- Yang, L., Zhao, M., Xu, D., Shang, F., Yuan, H., Wang, Y., et al. (2016b). Flexural buckling behaviour of welded stainless steel box-section columns. Thin-Walled Structures, 104, 185-197. https://doi.org/10.1016/j.tws.2016.03.014
- Young, B., & Liu, Y. (2002). Experimental investigation of coldformed stainless steel columns. Journal of Structural Engineering, 129(2), 169-176.
- Young, B., & Lui, W. M. (2006). Tests of cold-formed high strength stainless steel compression members. Thin-Walled Structures, 44(2), 224-234. https://doi.org/10.1016/j.tws.2006.01.006
- Yuan, H. X., Wang, Y. Q., Shi, Y. J., & Gardner, L. (2014). Stub column tests on stainless steel built-up sections. Thin-Walled Structures, 84, 103-114.
Cited by
- An Experimental Investigation on the Buckling Behaviors of Stainless Steel Square Hollow Section Compressive Members with Different Steel Grades vol.32, pp.5, 2020, https://doi.org/10.7781/kjoss.2020.32.5.309