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      KCI등재 SCIE SCOPUS

      Yield line mechanism analysis of cold-formed channel sections with edge stiffeners under bending

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      https://www.riss.kr/link?id=A104818661

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      다국어 초록 (Multilingual Abstract)

      Cold-formed channel sections are used in a variety of applications in which they are required to absorb deformation energy. This paper investigates the collapse behaviour and energy absorption capability of cold-formed steel channels with flange edge stiffeners under large deformation major-axis bending. The Yield Line Mechanism technique is applied using the energy method, and based upon measured spatial plastic collapse mechanisms from experiments. Analytical solutions for the collapse curve and in-plane rotation capacity are developed, and used to model the large deformation behaviour and energy absorption. The analytical results are shown to compare well with experimental values. Due to the complexities of the yield line model of the collapse mechanism, a simplified procedure to calculate the energy absorbed by channel sections under large bending deformation is developed and also shown to compare well with the experiments.
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      Cold-formed channel sections are used in a variety of applications in which they are required to absorb deformation energy. This paper investigates the collapse behaviour and energy absorption capability of cold-formed steel channels with flange edge ...

      Cold-formed channel sections are used in a variety of applications in which they are required to absorb deformation energy. This paper investigates the collapse behaviour and energy absorption capability of cold-formed steel channels with flange edge stiffeners under large deformation major-axis bending. The Yield Line Mechanism technique is applied using the energy method, and based upon measured spatial plastic collapse mechanisms from experiments. Analytical solutions for the collapse curve and in-plane rotation capacity are developed, and used to model the large deformation behaviour and energy absorption. The analytical results are shown to compare well with experimental values. Due to the complexities of the yield line model of the collapse mechanism, a simplified procedure to calculate the energy absorbed by channel sections under large bending deformation is developed and also shown to compare well with the experiments.

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      참고문헌 (Reference)

      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

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