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Theoretical study of sleeved compression members considering the core protrusion

  • Received : 2017.05.14
  • Accepted : 2018.04.10
  • Published : 2018.06.25

Abstract

This paper presents a detailed theoretical study of the sleeved compression members based on a mechanical model. In the mechanical model, the core protrusion above sleeve and the contact force between the core and sleeve are specially taken into account. Via the theoretical analyses, load-displacement relationships of the sleeved compression members are obtained and verified by the experimental results. On the basis of the core moment distribution changing with the increase of the applied axial load, failure mechanism of the sleeved compression members is assumed and proved to be consistent with the experimental results in terms of the failure modes and the ultimate bearing capacities. A parametric study is conducted to quantify how essential factors including the core protrusion length above sleeve, stiffness ratio of the core to sleeve, core slenderness ratio and gap between the core and sleeve affect the mechanical behaviors of the sleeved compression members, and it is concluded that the constrained effect of the sleeve is overestimated neglecting the core protrusion; the improvement of ultimate bearing capacity for the sleeved compression member is considered to be decreasing with the decrease of the core slenderness ratio and for the sleeved compression member with core of small slenderness ratio, small gap and small stiffness ratio are preferred to obtain larger ultimate bearing capacity and stiffness.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China

References

  1. Abedi, K. and Parke, G.A.R. (1996), "Progressive collapse of single-layer braced domes", Int. J. Space Struct., 11(3), 291-306. https://doi.org/10.1177/026635119601100302
  2. Bazant, Z.P. (2000), "Structural stability", Int. J. Sol. Struct., 37, 55-67. https://doi.org/10.1016/S0020-7683(99)00078-5
  3. Chai, H. (1998), "The post-buckling response of a bi-laterally constrained column", J. Mech. Phys. Sol., 46(7), 1155-1181. https://doi.org/10.1016/S0022-5096(98)00004-0
  4. Domokos, G., Holmes, P. and Royce, B. (1997), "Constrained Euler buckling", J. Nonlin. Sci., 7(3), 281-314. https://doi.org/10.1007/BF02678090
  5. Du, Y. (2009), "Seismic performance of the sleeved column of buckling-restrained brace", M.Sc. Dissertation, Inner Mongolia University of Science and Technology, Baotou, China.
  6. Farshad, M. (1994), Stability of Structures, Elsevier, Amsterdam, the Netherlands.
  7. Galambos, T.V. and Surovek, A.E. (2008), Structural Stability of Steel: Concepts and Applications for Structural Engineers, John Wiley & Sons, Inc., New Jersey, U.S.A.
  8. GB50017 (2017), Code for Design of Steel Structures, Ministry of Housing and Urban-Rural Development of the People's Republic of China, Beijing, China.
  9. Hu, B., Gao, B.Q., Zhan, S.L. and Zhang, C. (2013), "Theoretical and experimental study on load-carrying capacity of combined members consisted of inner and sleeved tubes", Struct. Eng. Mech., 45(1), 129-144. https://doi.org/10.12989/sem.2013.45.1.129
  10. Inoue, K., Sawaizumi, S. and Higashibata, Y. (2001), "Stiffening requirements for unbonded braces encased in concrete panels", J. Struct. Eng., 127(6), 712-719. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:6(712)
  11. Osofero, A.I., Wadee, M.A. and Gardner, L. (2012), "Experimental study of critical and post-buckling behavior of prestressed stayed columns", J. Constr. Steel Res., 79, 226-241. https://doi.org/10.1016/j.jcsr.2012.07.013
  12. Pearson, C. and Delatte, N. (2006), "Collapse of the Quebec Bridge, 1907", J. Perform. Constr. Fac., 20(1), 84-91. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:1(84)
  13. Prasad, B.K. (1992), "Experimental investigation of sleeved column", Proceedings of the 33rd Structures, Structural Dynamics and Materials Conference, Dallas, April.
  14. Rachel, M. and Delatte, N.J. (2001), "Another look at Hartford civic center coliseum collapse", J. Perform. Constr. Fac., 15(1), 31-36. https://doi.org/10.1061/(ASCE)0887-3828(2001)15:1(31)
  15. Robinson, J.C. (2004), An Introduction to Ordinary Differential Equations, Cambridge University Press, Cambridge, U.K.
  16. Shen, B. (2007), "Theoretical and experimental investigations on the static stability of sleeved compression members", Ph.D. Dissertation, Tongji University, Shanghai, China.
  17. Shen, J., Seker, O., Sutchiewcharn, N. and Akbas, B. (2016), "Cyclic behavior of buckling-controlled braces", J. Constr. Steel Res., 121, 110-125. https://doi.org/10.1016/j.jcsr.2016.01.018
  18. Sridhara, B.N. (1993), Sleeved Compression Member, U.S. Patent and Trademark Office, Washington, U.S.A.
  19. Wang, C.L., Usami, T., Funayama, J. and Imase, F. (2013), "Low-cycle fatigue testing of extruded aluminum alloy buckling-restrained braces", Eng. Struct., 46, 294-301. https://doi.org/10.1016/j.engstruct.2012.07.016