1 Zhao, X.L., "Yield Line Mechanism Analysis of Steel Members and Connections" 5 (5): 252-262, 2003
2 Kotelko, M., "Ultimate load and post failure behaviour of box-section beams under pure bending" 44 (44): 229-251, 1996
3 Cimpoeru, S. J., "The modelling of the collapse during roll-over of bus frames consisting of square thinwalled tubes" Monash University 1992
4 Murray, N. W., "The effect of shear and normal stress on the plastic moment capacity on inclined hinges in thin-walled steel structures" 84 : 237-248, 1984
5 Bambach, M.R., "Steel spot-welded hat sections with perforations subjected to large deformation pure bending" 47 (47): 1305-1315, 2009
6 Murray, N.W., "Some basic plastic mechanisms in the local buckling of thin-walled steel structures" 23 (23): 703-713, 1981
7 Ungureanu, V., "Plastic mechanisms database for thin-walled cold-formed steel members in compression and bending" 48 (48): 818-826, 2010
8 Setiyono, H., "Plastic mechanism and elastic-analytical approaches applied to estimate the strength of an axially compressed-thin-walled channel steel section beam" 49 (49): 257-266, 2007
9 Ye, J. H., "Plastic mechanism analysis of fabricated square and triangular sections under axial compression" 45 (45): 135-148, 2007
10 Elchalakani, M., "Plastic mechanism analyses of circular tubular members under cyclic loading Source" 45 (45): 1044-1057, 2007
1 Zhao, X.L., "Yield Line Mechanism Analysis of Steel Members and Connections" 5 (5): 252-262, 2003
2 Kotelko, M., "Ultimate load and post failure behaviour of box-section beams under pure bending" 44 (44): 229-251, 1996
3 Cimpoeru, S. J., "The modelling of the collapse during roll-over of bus frames consisting of square thinwalled tubes" Monash University 1992
4 Murray, N. W., "The effect of shear and normal stress on the plastic moment capacity on inclined hinges in thin-walled steel structures" 84 : 237-248, 1984
5 Bambach, M.R., "Steel spot-welded hat sections with perforations subjected to large deformation pure bending" 47 (47): 1305-1315, 2009
6 Murray, N.W., "Some basic plastic mechanisms in the local buckling of thin-walled steel structures" 23 (23): 703-713, 1981
7 Ungureanu, V., "Plastic mechanisms database for thin-walled cold-formed steel members in compression and bending" 48 (48): 818-826, 2010
8 Setiyono, H., "Plastic mechanism and elastic-analytical approaches applied to estimate the strength of an axially compressed-thin-walled channel steel section beam" 49 (49): 257-266, 2007
9 Ye, J. H., "Plastic mechanism analysis of fabricated square and triangular sections under axial compression" 45 (45): 135-148, 2007
10 Elchalakani, M., "Plastic mechanism analyses of circular tubular members under cyclic loading Source" 45 (45): 1044-1057, 2007
11 Tan, G., "Perforated hat sections subjected to large rotation pure bending" Monash University 2009
12 Kotelko, M., "Load-carrying capacity and energy absorption of thin-walled profiles with edge stiffeners" 45 (45): 872-876, 2007
13 Maduliat, S., "Inelastic behaviour and design of cold-formed channel sections in bending" 51 : 158-166, 2012
14 Nagel, G., "Impact and energy absorption of straight and tapered rectangular tubes" Queensland University of Technology 2005
15 Zhao, X.L., "Experimental verification of the theory of plastic-moment capacity of an inclined yield line under axial force" 15 (15): 209-233, 1993
16 Kecman, D., "Bending collapse of rectangular and square section tubes" 25 (25): 623-636, 1983
17 Davies, P., "Analysis of the failure mechanism of an axially loaded simply supported steel plate" 59 (59): 645-658, 1975
18 AS, "AS 4100, In Australian Standard, Steel Structures"
19 Zhao, X.L., "A theoretical analysis of the plastic-moment capacity of an inclined yield line under axial force" 15 (15): 185-207, 1993