Steel and Composite Structures

  • 제10권3호
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  • Pages.245-260
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  • 2010
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Buckling failure of 310 stainless steel tubes with different diameter-to-thickness ratios under cyclic bending

  • Chang, Kao-Hua (Department of Mold and Die Engineering, National Kaohsiung University of Applied Sciences Kaohsiung) ;
  • Lee, Kuo-Long (Department of Computer Application Engineering, Far East University) ;
  • Pan, Wen-Fung (Department of Engineering Science, National Cheng Kung University)
  • 투고 : 2009.09.14
  • 심사 : 2010.06.04
  • 발행 : 2010.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, experimental and theoretical investigations on the response and collapse of 310 stainless steel tubes with different diameter-to-thickness ratios subjected to cyclic bending are discussed. The tube-bending device and curvature-ovalization measurement apparatus were used to conduct the experiment. The endochronic theory combined with the principle of virtual work and finite element software, ANSYS, were used to simulate the moment-curvature and ovalization-curvature relationships. It is shown that although the two methods lead to good simulation of the moment-curvature relationship, the endochronic theory combined with the principle of virtual work has the better simulation of the ovalization-curvature response when compared with experimental data and the simulation by ANSYS. In addition, the theoretical formulations proposed by Kyriakides and Shaw (1987) and Lee et al. (2001) were used to simulate the controlled curvature-number of cycles to produce buckling relationship. It is shown that the theoretical formulations effectively simulate the experimental data.

키워드

과제정보

연구 과제 주관 기관 : National Science Council

참고문헌

  1. Chang, K.H. and Pan, W.F. (2009), "Buckling life estimation of circular tubes under cyclic bending", Int. J. Solids. Struct., 46(2), 254-270. https://doi.org/10.1016/j.ijsolstr.2008.08.024
  2. Chang, K.H., Pan, W.F. and Lee, K.L. (2008), "Mean moment effect on circular thin-walled tubes under cyclic bending", Struct. Eng. Mech., 28(5), 495-514. https://doi.org/10.12989/sem.2008.28.5.495
  3. Chang, K.H., Hsu, C.M., Sheu, S.R. and Pan, W.F. (2005), "Viscoplastic response and collapse of 316L stainless steel tubes under cyclic bending", Steel. Compos. Struct. 5(5), 359-374. https://doi.org/10.12989/scs.2005.5.5.359
  4. Corona, E. and Kyriakides, S. (1988), "On the collapse of inelastic tubes under combined bending and pressure", J. Eng. Mech., 120(12), 1232-1239.
  5. Corona, E. and Kyriakides, S. (2000), "Asymmetric collapse modes of pipes under combined bending and pressure", Int. J. Solids. Struct., 24(5), 505-535.
  6. Corona, E., Lee, L.H. and Kyriakides, S. (2006), "Yield anisotropic effects on buckling of circular tubes under bending", Int. J. Solids. Struct., 43(22-23), 7099-7118. https://doi.org/10.1016/j.ijsolstr.2006.03.005
  7. Elchalakani, M. and Zhao, X.L. (2008), "Concrete-filled cold-formed circular steel tubes subjected to variable amplitude cyclic pure bending", Eng. Struct., 30(2), 287-299 https://doi.org/10.1016/j.engstruct.2007.03.025
  8. Elchalakani, M., Zhao, X.L. and Grzebieta, R.H. (2002), "Plastic mechanism analysis of circular tubes under pure bending", Int. J. Mech. Sci., 44(6), 1117-1143. https://doi.org/10.1016/S0020-7403(02)00017-6
  9. Elchalakani, M., Zhao, X.L. and Grzebieta, R.H. (2006), "Variable amplitude cyclic pure bending tests to determine fully ductile section slenderness limits for cold-formed CHS", Eng. Struct., 28(9), 1223-1235 https://doi.org/10.1016/j.engstruct.2005.10.022
  10. Fan, J. (1983), "A comprehensive numerical study and experimental verification of endochronic plasticity", Ph.D. Dissertation, Department of Aerospace Engineering and Applied Mechanics, University of Cincinnati.
  11. Hsu, C.M., Chiou, S.B. and Chang, Y.S. (2000), "Inelastic response and stability of titanium alloy tubes under cyclic bending", JSME Int.J.A-Solid.M., 43(1), 63-68. https://doi.org/10.1299/jsmea.43.63
  12. Jiao, H. and Zhao, X.L. (2004), "Section slenderness limits of very high strength circular steel tubes in bending", Thin. Wall. Struct., 42(9), 1257-1271. https://doi.org/10.1016/j.tws.2004.03.020
  13. Kyriakides, S., Ok, A. and Corona, E. (2006), "Localization and propagation of curvature under pure bending in steel tubes with Luders bands", Int.J.Solids.Struct., 45, 3074-3087.
  14. Kyriakides, S. and Shaw, P.K. (1982), "Response and stability of elastoplastic circular pipes under combined bending and external pressure", Int.J.Solids.Struct., 18(11), 957-973. https://doi.org/10.1016/0020-7683(82)90086-5
  15. Kyriakides, S. and Shaw, P.K. (1987), "Inelastic buckling of tubes under cyclic loads", J. Press.Vess-T.ASME., 109, 169-178. https://doi.org/10.1115/1.3264891
  16. Lee, K.L. and Chang, K.H. (2004), "Endochronic simulation for viscoplastic collapse of long, thick-walled tubes subjected to external pressure and axial tension", Struct. Eng. Mech., 18(5), 627-644. https://doi.org/10.12989/sem.2004.18.5.627
  17. Lee, K.L., Pan, W.F. and Kuo, J.N. (2001), "The influence of the diameter-to-thickness ratio on the stability of circular tubes under cyclic bending", Int. J. Solids. Struct., 38(14), 2401-2413. https://doi.org/10.1016/S0020-7683(00)00116-5
  18. Lee, K.L., Pan, W.F. and Hsu, C.M. (2004), "Experimental and theoretical evaluations of the effect between diameter-to-thickness ratio and curvature-rate on the stability of circular tubes under cyclic bending", JSME Int.J.A-Solid.M., 47(2), 212-222. https://doi.org/10.1299/jsmea.47.212
  19. Lee, K.L., Shie, R.F. and Chang, K.H. (2005), "Experimental and theoretical investigation of the response and collapse of 316L stainless steel tubes subjected to cyclic bending", JSME Int.J.A-Solid.M., 48(3), 155-162. https://doi.org/10.1299/jsmea.48.155
  20. Lee, K.L., Hsu, C.M. and Chang, K.H. (2008), "Endochronic simulation for the response of 1020 carbon steel under symmetric and unsymmetric cyclic bending with or without external pressure", Steel. Compos. Struct. 8(2), 99-114. https://doi.org/10.12989/scs.2008.8.2.099
  21. Lee, K.L., Hung, C.Y. and Pan, W.F. (2010), "Buckling life estimation of circular tubes of different materials under cyclic bending", J. Chin. Ins. Eng., 33(2), 177-189. https://doi.org/10.1080/02533839.2010.9671609
  22. Limam, A., Lee, L.H., Corana, E. and Kyriakides, S. (2008), "Plastic buckling and collapse of tubes under bending and internal pressure", Proceeding of the 27th international Conference on Offshore Mechanics and Arctic Engineering, June, Estoril, Portugal.
  23. Pan, W.F. and Chern, C.H. (1997), "Endochronic description for viscoplastic behavior of materials under multiaxial loading", Int. J. Solids. Struct., 34(17), 2131-2160. https://doi.org/10.1016/S0020-7683(96)00118-7
  24. Pan, W.F., Wang, T.R. and Hsu, C.M. (1998), "A curvature-ovalization measurement apparatus for circular tubes under cyclic bending", Exper. Mech., 38(2), 99-102. https://doi.org/10.1007/BF02321651
  25. Pan, W.F. and Her, Y.S. (1998), "Viscoplastic collapse of thin-walled tubes under cyclic bending", J. Eng.Mater-T.ASME., 120, 287-290. https://doi.org/10.1115/1.2807015
  26. Shaw, P.K. and Kyriakides, S. (1985), "Inelastic analysis of thin-walled tubes under cyclic bending", Int. J. Solids. Struct., 21(11), 1073-1110. https://doi.org/10.1016/0020-7683(85)90044-7

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