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      KCI등재후보 SCIE SCOPUS

      Buckling and Post Buckling of Thin-walled Composite Columns with Intermediate-stiffened Open Cross-section Under Axial Compression

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      https://www.riss.kr/link?id=A104086359

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      다국어 초록 (Multilingual Abstract)

      The thin-walled composite columns with an open cross-section reinforced by intermediate stiffener under axial compression
      have been considered. The finite element method is employed to study the buckling behaviour of the thin-walled composite
      column. Eigenvalue analyses are carried out first to predict the buckling load and buckling mode shapes of the column, and
      then the geometric nonlinear analyses are performed to investigate the nonlinear buckling properties and post-buckling
      behaviour of the thin-walled structures. The type of angle ply symmetric laminate is used. The investigation is performed over
      several values of ply arrangement angle and various values of stiffener parameter. The numerical results show a significant
      effect of the intermediate stiffeners and composite ply angle on loading capacity and buckling behaviour of the thin-walled
      composite column. The research provides insight into the thin-walled structure and composite laminate, which is employed to
      enhance the loading capacity of thin-walled composite structures.
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      The thin-walled composite columns with an open cross-section reinforced by intermediate stiffener under axial compression have been considered. The finite element method is employed to study the buckling behaviour of the thin-walled composite column...

      The thin-walled composite columns with an open cross-section reinforced by intermediate stiffener under axial compression
      have been considered. The finite element method is employed to study the buckling behaviour of the thin-walled composite
      column. Eigenvalue analyses are carried out first to predict the buckling load and buckling mode shapes of the column, and
      then the geometric nonlinear analyses are performed to investigate the nonlinear buckling properties and post-buckling
      behaviour of the thin-walled structures. The type of angle ply symmetric laminate is used. The investigation is performed over
      several values of ply arrangement angle and various values of stiffener parameter. The numerical results show a significant
      effect of the intermediate stiffeners and composite ply angle on loading capacity and buckling behaviour of the thin-walled
      composite column. The research provides insight into the thin-walled structure and composite laminate, which is employed to
      enhance the loading capacity of thin-walled composite structures.

      더보기

      다국어 초록 (Multilingual Abstract)

      The thin-walled composite columns with an open cross-section reinforced by intermediate stiffener under axial compression
      have been considered. The finite element method is employed to study the buckling behaviour of the thin-walled composite
      column. Eigenvalue analyses are carried out first to predict the buckling load and buckling mode shapes of the column, and
      then the geometric nonlinear analyses are performed to investigate the nonlinear buckling properties and post-buckling
      behaviour of the thin-walled structures. The type of angle ply symmetric laminate is used. The investigation is performed over
      several values of ply arrangement angle and various values of stiffener parameter. The numerical results show a significant
      effect of the intermediate stiffeners and composite ply angle on loading capacity and buckling behaviour of the thin-walled
      composite column. The research provides insight into the thin-walled structure and composite laminate, which is employed to
      enhance the loading capacity of thin-walled composite structures.
      번역하기

      The thin-walled composite columns with an open cross-section reinforced by intermediate stiffener under axial compression have been considered. The finite element method is employed to study the buckling behaviour of the thin-walled composite column. ...

      The thin-walled composite columns with an open cross-section reinforced by intermediate stiffener under axial compression
      have been considered. The finite element method is employed to study the buckling behaviour of the thin-walled composite
      column. Eigenvalue analyses are carried out first to predict the buckling load and buckling mode shapes of the column, and
      then the geometric nonlinear analyses are performed to investigate the nonlinear buckling properties and post-buckling
      behaviour of the thin-walled structures. The type of angle ply symmetric laminate is used. The investigation is performed over
      several values of ply arrangement angle and various values of stiffener parameter. The numerical results show a significant
      effect of the intermediate stiffeners and composite ply angle on loading capacity and buckling behaviour of the thin-walled
      composite column. The research provides insight into the thin-walled structure and composite laminate, which is employed to
      enhance the loading capacity of thin-walled composite structures.

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      참고문헌 (Reference)

      1 Hiriyur B. K. J, "Yield-line Analysis of Cold-formed Steel Members" 5 (5): 43-54, 2005

      2 Rasmussen, K. J. R, "The flexural behaviour of fixed-ended channel section columns" 17 : 45-63, 1993

      3 Rasmussen, K. J. R, "Recent Research on the Local Buckling of Cold-formed Stainless Steel Sections" 5 (5): 87-100, 2005

      4 Barbero,E, "Prediction of buckling-mode interaction in composite columns" 7 : 269-284, 2000

      5 Ashkan,V, "On the buckling of cracked composite cylindrical shells under axial compression" 80 (80): 152-158, 2006

      6 Dinar Camotim, "Numerical Analysis of Cold-Formed Steel Membe" 한국강구조학회 5 (5): 63-78, 2005

      7 Hancock,G.J, "Non-linear analysis of thin-walled Isections in bending. In Aspects of Analysis of Plate Structures" Oxford University Press 1985

      8 Hancock,G.J, "Local distortional and lateral buckling of I-beams" 1787-1798, 1978

      9 Teter, A, "Interactive buckling and local carrying capacity of thin-walled beam-columns with intermediate stiffeners" 42 : 211-254, 2004

      10 Godoy, L, "Interactive buckling analysis of fiber-reinforced thin-walled columns" 29 (29): 591-613, 1995

      1 Hiriyur B. K. J, "Yield-line Analysis of Cold-formed Steel Members" 5 (5): 43-54, 2005

      2 Rasmussen, K. J. R, "The flexural behaviour of fixed-ended channel section columns" 17 : 45-63, 1993

      3 Rasmussen, K. J. R, "Recent Research on the Local Buckling of Cold-formed Stainless Steel Sections" 5 (5): 87-100, 2005

      4 Barbero,E, "Prediction of buckling-mode interaction in composite columns" 7 : 269-284, 2000

      5 Ashkan,V, "On the buckling of cracked composite cylindrical shells under axial compression" 80 (80): 152-158, 2006

      6 Dinar Camotim, "Numerical Analysis of Cold-Formed Steel Membe" 한국강구조학회 5 (5): 63-78, 2005

      7 Hancock,G.J, "Non-linear analysis of thin-walled Isections in bending. In Aspects of Analysis of Plate Structures" Oxford University Press 1985

      8 Hancock,G.J, "Local distortional and lateral buckling of I-beams" 1787-1798, 1978

      9 Teter, A, "Interactive buckling and local carrying capacity of thin-walled beam-columns with intermediate stiffeners" 42 : 211-254, 2004

      10 Godoy, L, "Interactive buckling analysis of fiber-reinforced thin-walled columns" 29 (29): 591-613, 1995

      11 Hancock, G. J, "Interaction buckling in I-section columns" 165-179, 1981

      12 Azam, T, "Instability of imperfect composite cylindrical shells under combined loading" 80 (80): 49-64, 2006

      13 Silvestre, N, "First-order generalised beam theory for arbitrary orthotropic materials" 40 : 755-789, 2002

      14 Barbero, E, "Experimental verification of buckling-mode interaction in intermediate length composite columns" 37 (37): 3919-3934, 2000

      15 Bradford, M. A, "Elastic interaction of local and lateral buckling in beams" 2 : 1-25, 1984

      16 LaBoube, R. A, "Design Standards for Cold-Formed Steel Framing" 5 (5): 55-62, 2005

      17 Teter, A, "Buckling of thinwalled composite structures with intermediate stiffene" 69 : 421-428, 2004

      18 Raftoyiannis,I, "Buckling mode interaction in FRP columns" College of Engineering, West Virginia University 1994

      19 Nadia, B, "Buckling Design Analysis of Thin-walled Compressed Members with or without Perforations" 5 (5): 33-42, 2005

      20 Young, B, "Bifurcation of singly symmetric columns" 28 : 155-177, 1977

      21 Rasmussen,K.J.R, "Bifurcation analysis of locally buckled members" School of Civil and Mining Engineering, University of Sydney 1995

      22 Chung, K. F, "An Investigation into Deformation Characteristics of Lapped Connections between Cold-formed Steel Z Sections" 5 (5): 23-32, 2005

      23 "ABAQUS standard Version 6.5. User Manual"

      24 Key, P. W, "A finite strip method for the elastic-plastic large displacement analysis of thinwalled and cold-formed steel sections" 16 : 3-29, 1993

      25 Bauld, R. B, "A Vlasov theory for fiber-reinforced beams with thin-walled open crosssections" 20 (20): 277-294, 1984

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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.62 0.27 0.55
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