1 Yun, X., "The continuous strength method for the design of hot-rolled steel cross-sections" 157 : 179-191, 2018
2 ASTM, "Standard test methods for tension testing of metallic materials, ASTM Designation: E8/E8M: 16a. AASHTO No. T68"
3 ABAQUS, "Reference manual, version 6.14"
4 Gergess, A, "Optimized non-linear solution for bending wide flange steel beams about their strong axis. Paper presented at the Simulia Customer"
5 Gergess, A. N, "Optimized non-linear solution for bending wide fl ange steel beams about their strong axis" 2012
6 Thombare, C. N., "Nonlinear buckling analysis of 2-D cold-formed steel simple cross-aisle storage rack frames" 7 : 12-22, 2016
7 Liu, W., "Modelling and probabilistic study of the residual stress of cold-formed hollow steel sections" 150 : 986-995, 2017
8 Hall, D. H., "Improved design specifi cations for horizontally curved steel-girder highway bridges(Report 424)" National Academy Press 1999
9 Gergess, A. N., "Full-scale cold bending demonstration test" 63 (63): 1295-1304, 2007
10 Wang, J., "Flexural behaviour of hot-fi nished high strength steel square and rectangular hollow sections" 121 : 97-109, 2016
1 Yun, X., "The continuous strength method for the design of hot-rolled steel cross-sections" 157 : 179-191, 2018
2 ASTM, "Standard test methods for tension testing of metallic materials, ASTM Designation: E8/E8M: 16a. AASHTO No. T68"
3 ABAQUS, "Reference manual, version 6.14"
4 Gergess, A, "Optimized non-linear solution for bending wide flange steel beams about their strong axis. Paper presented at the Simulia Customer"
5 Gergess, A. N, "Optimized non-linear solution for bending wide fl ange steel beams about their strong axis" 2012
6 Thombare, C. N., "Nonlinear buckling analysis of 2-D cold-formed steel simple cross-aisle storage rack frames" 7 : 12-22, 2016
7 Liu, W., "Modelling and probabilistic study of the residual stress of cold-formed hollow steel sections" 150 : 986-995, 2017
8 Hall, D. H., "Improved design specifi cations for horizontally curved steel-girder highway bridges(Report 424)" National Academy Press 1999
9 Gergess, A. N., "Full-scale cold bending demonstration test" 63 (63): 1295-1304, 2007
10 Wang, J., "Flexural behaviour of hot-fi nished high strength steel square and rectangular hollow sections" 121 : 97-109, 2016
11 Rishmani, J., "Finite element modelling of a cold curved steel plate girder" 9 (9): 1-25, 2018
12 Najib G. Saliba, "Finite element modeling of rolled steel shapes subjected to weak axis bending" 국제구조공학회 29 (29): 161-173, 2018
13 Liu, B., "Experimental and numerical analysis of residual stresses and strains induced during cold bending of thick steel plates" 57 : 121-132, 2018
14 Saliba, N. G., "Deformation-based design of stainless steel cross-sections in shear" 123 : 324-332, 2018
15 Gergess, A. N., "Curving structural steel girders by two-point bending" 122 : 511-519, 2016
16 Gergess, A. N., "Cold curving symmetric unstiff-ened I-girders" 61 (61): 473-492, 2005
17 Gergess, A. N., "Cold curving steel bridge girders" 2081 : 165-175, 2008
18 Wang, J., "Axial behaviour of prestressed high strength steel tubular members" 133 : 547-563, 2017
19 AASHTO, "AASHTO LRFD bridge design specifications"