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A Study on the Buckling Strength of Plate Panels with Opening

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초록

The aim of the present study is to investigate the buckling strength of plates and stiffened panels with opening under transverse thrust and shear actions. It is observed that the existing design formulation for critical-buckling strength of plates are not valid for perforated plates, because the current design formulation trends can significantly overestimate or underestimate the load-carrying capacity of plates when plates have large opening and/or are thick. A series of eigen value and elastic–plastic large deflection finite element analyses are carried out with varying the aspect ratio of plate, the opening size and location on plate until and after the ultimate strength is reached. Based on the results obtained from the present study, closed-form design formulations for the elastic buckling strength of plates and stiffened panels with opening are derived. The derived design formulations are considered plasticity correction of the material and verified by experimental tests and results of nonlinear finite element computations.

Abstract

The aim of the present study is to investigate the buckling strength of plates and stiffened panels with opening under transverse thrust and shear actions. It is observed that the existing design formulation for critical-buckling strength of plates are not valid for perforated plates, because the current design formulation trends can significantly overestimate or underestimate the load-carrying capacity of plates when plates have large opening and/or are thick. A series of eigen value and elastic–plastic large deflection finite element analyses are carried out with varying the aspect ratio of plate, the opening size and location on plate until and after the ultimate strength is reached. Based on the results obtained from the present study, closed-form design formulations for the elastic buckling strength of plates and stiffened panels with opening are derived. The derived design formulations are considered plasticity correction of the material and verified by experimental tests and results of nonlinear finite element computations.

참고문헌 (17)

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  3. Harada, M, "Estimation of Buckling and Ultimate Strength of Continuous Plate with Cutout under Thrust", Journal of Society of Naval Architects of Japan, 192, pp.367~375 (2002)
  4. IACS, "Common Structural Rules for Double Hull Oil Tankers" (2006), International Association of Classification Societies
  5. IACS, "Common Structural Rules for Bulk Carriers" (2006), International Association of Classification Societies
  6. ISO, "ISO 18072-1: Ships and Marine Technology – Ship Structures – Part 1: General Requirements for Their Limit State Assessment", International Organization for Standardization, ~ (2007)
  7. ISO, "ISO", DIS 18072-2: Ships and Marine Technology – Ship Structures – Part 2: Requirements for Their Ultimate Limit State Assessment, 2008
  8. MSC, "NASTRAN", User’s Manual, 2007
  9. Kim, U.N, "A Study on the Buckling Strength of Rectangular Plate with Circular Opening", Proceedings of the Annual Spring Meeting, Society of Naval Architects of Korea, pp.271~274 (1998)
  10. Kim, U.N, "Elastic Buckling Strength of Rectangular Plate with Circular Opening under Axial Compressive and Shear Load", The Nineteenth Asian Technical Exchange and Advisory Meeting(TEAM) Conference (2005)
  11. Kim, U.N, "On Buckling and Ultimate Strength of Perforated Plate Panels under Axial Compression: Experimental and Numerical Investigations with Design Formulations", 2008 Annual Meeting & Expo, Society of Naval Architects of America and Marine Engineers(SNAME), (2008)
  12. Kim, U.N, "Buckling and Ultimate Strength of Perforated Plate Panels under Axial Compressions: Experimental and Numerical Investigations with Design Formulations", Ships and Offshore Structures, 4(4), pp.337~361 (2009), Taylor and Francis
  13. LR, "Lloyd’s Register’s Plan Appraisal Systems for Ships – Direct Calculation Procedural Document", ~ (1978)
  14. Paik, J.K, "A New Plate Buckling Design Formula", Journal of Society of Naval Architects of Japan, 171, pp.559~566 (1992)
  15. Paik, J.K, "Ultimate Limit State Design of Steel-Plated Structures" (2003), John Wiley & Sons
  16. Paik, J.K, "Ultimate Strength of Perforated Steel Plates under Combined Biaxial Compression and Edge Shear Loads", J. of Thin-Walled Structures, 46(2), pp.207~213 (2007)
  17. Timoshenko, S.P, "Theory of Elasticity" (1982), McGraw-Hill

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