DOI QR코드

DOI QR Code

Structural coupling mechanism of high strength steel and mild steel under multiaxial cyclic loading

  • Javidan, Fatemeh (Department of Civil Engineering, Monash University) ;
  • Heidarpour, Amin (Department of Civil Engineering, Monash University) ;
  • Zhao, Xiao-Ling (Department of Civil Engineering, Monash University) ;
  • Al-Mahaidi, Riadh (Department of Civil and Construction Engineering, Swinburne University of Technology)
  • 투고 : 2017.10.13
  • 심사 : 2018.01.07
  • 발행 : 2018.04.25

초록

High strength steel is widely used in industrial applications to improve the load-bearing capacity and reduce the overall weight and cost. To take advantage of the benefits of this type of steel in construction, an innovative hybrid fabricated member consisting of high strength steel tubes welded to mild steel plates has recently been developed. Component-scale uniaxial and multiaxial cyclic experiments have been conducted with simultaneous constant or varying axial compression loads using a multi-axial substructure testing facility. The structural interaction of high strength steel tubes with mild steel plates is investigated in terms of member capacity, strength and stiffness deterioration and the development of plastic hinges. The deterioration parameters of hybrid specimens are calibrated and compared against those of conventional steel specimens. Effect of varying axial force and loading direction on the hysteretic deterioration model, failure modes and axial shortening is also studied. Plate and tube elements in hybrid members interact such that the high strength steel is kept within its ultimate strain range to prevent sudden fracture due to its low ultimate to yield strain ratio while the ductile performance of plate governs the global failure mechanism. High strength material also significantly reduces the axial shortening in columns which prevents undesirable frame deformations.

키워드

과제정보

연구 과제 주관 기관 : Australian Research Council

참고문헌

  1. Amadio, C., Bedon, C., Fasan, M. and Pecce, M.R. (2017), "Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads", Eng. Struct., 138, 394-409. https://doi.org/10.1016/j.engstruct.2017.02.037
  2. Amraei, M., Skriko, T., Bjork, T. and Zhao, X.-L. (2016), "Plastic strain characteristics of butt-welded ultra-high strength steel (UHSS)", Thin-Wall. Struct., 109, 227-241. https://doi.org/10.1016/j.tws.2016.09.024
  3. Aoki, T. and Susantha, K.A.S. (2005), "Seismic performance of rectangular-shaped steel piers under cyclic loading", J. Struct. Eng., 131(2), 240-249. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(240)
  4. Azhari, F., Heidarpour, A., Zhao, X.L. and Hutchinson, C.R. (2017), "Effect of creep strain on mechanical behaviour of ultrahigh strength (Grade 1200) steel subject to cooling phase of a fire", Constr. Build. Mater., 136, 18-30. https://doi.org/10.1016/j.conbuildmat.2017.01.025
  5. Banfi, M.J.A., Cardwell, S., Gedge, G. and Murgatroyd, E.C. (2005), "Material and workmanship requirements for modern codes of practice", Steel Compos. Struct., Int. J., 5(2), 169-180. https://doi.org/10.12989/scs.2005.5.2_3.169
  6. Bousias, S.N., Verzeletti, G., Fardis, M.N. and Gutierrez, E. (1995), "Load-path effects in column biaxial bending with axial force", J. Eng. Mech., 121(5), 596-605. https://doi.org/10.1061/(ASCE)0733-9399(1995)121:5(596)
  7. Dubina, D., Stratan, A., Vulcu, C. and Ciutina, A. (2014), "High strength steel in seismic resistant building frames", Steel Constr., 7(3), 173-177. https://doi.org/10.1002/stco.201410028
  8. ElMandooh Galal, K. and Ghobarah, A. (2003), "Flexural and shear hysteretic behaviour of reinforced concrete columns with variable axial load", Eng. Struct., 25(11), 1353-1367. https://doi.org/10.1016/S0141-0296(03)00111-1
  9. Fadden, M. and McCormick, J. (2012), "Cyclic quasi-static testing of hollow structural section beam members", J. Struct. Eng., 138(5), 561-570. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000506
  10. Farahi, M. and Erfani, S. (2017), "Employing a fiber-based finitelength plastic hinge model for representing the cyclic and seismic behaviour of hollow steel columns", Steel Compos. Struct., Int. J., 23(5), 501-516. https://doi.org/10.12989/scs.2017.23.5.501
  11. Farahi, M., Heidarpour, A., Zhao, X.-L. and Al-Mahaidi, R. (2017), "Effect of ultra-high strength steel on mitigation of nonductile yielding of concrete-filled double-skin columns", Constr. Build. Mater., 147, 736-749. https://doi.org/10.1016/j.conbuildmat.2017.04.189
  12. FEMA461 (2007), Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components; Applied Technology Council, CA, USA.
  13. Fogarty, J. and El-Tawil, S. (2016), "Collapse resistance of steel columns under combined axial and lateral loading", J. Struct. Eng., 142(1), 04015091. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001350
  14. Girao Coelho, A.M. and Bijlaard, F.S.K. (2010), "Finite element evaluation of the strength behaviour of high-strength steel column web in transverse compression", Steel Compos. Struct., Int. J., 10(5), 385-414.
  15. Goto, Y., Jiang, K. and Obata, M. (2006), "Stability and ductility of thin-walled circular steel columns under cyclic bidirectional loading", J. Struct. Eng., 132(10), 1621-1631. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:10(1621)
  16. Hashemi, M.J., Al-Mahaidi, R., Kalfat, R. and Burnett, G. (2014). "State-of-the-Art System for Hybrid Simulation at Swinburne", Australian Earthquake Engineering Society Conference 2014, Lorne, Australia, November.
  17. Heidarpour, A., Cevro, S., Song, Q.Y. and Zhao, X.L. (2014), "Behaviour of stub columns utilising mild-steel plates and VHS tubes under fire", J. Constr. Steel Res., 95, 220-229. https://doi.org/10.1016/j.jcsr.2013.12.007
  18. Hosseini, S., Heidarpour, A., Collins, F. and Hutchinson, C.R. (2016), "Strain ageing effect on the temperature dependent mechanical properties of partially damaged structural mild-steel induced by high strain rate loading", Constr. Build. Mater., 123, 454-463. https://doi.org/10.1016/j.conbuildmat.2016.07.001
  19. Ibarra, L.F. (2003), Global Collapse of Frame Structures under Seismic Excitations, Stanford University.
  20. Ibarra, L.F., Medina, R.A. and Krawinkler, H. (2005), "Hysteretic models that incorporate strength and stiffness deterioration", Earthq. Eng. Struct. Dyn., 34(12), 1489-1511. https://doi.org/10.1002/eqe.495
  21. Javidan, F., Heidarpour, A., Zhao, X.L. and Minkkinen, J. (2015a), "Compressive behavior of innovative hollow long fabricated columns utilizing high strength and ultra-high strength tubes", Tubular Structures - Proceedings of the 15th International Symposium on Tubular Structures, ISTS 2015.
  22. Javidan, F., Heidarpour, A., Zhao, X.L. and Minkkinen, J. (2015b), "Performance of innovative fabricated long hollow columns under axial compression", J. Constr. Steel Res., 106, 99-109. https://doi.org/10.1016/j.jcsr.2014.12.013
  23. Javidan, F., Heidarpour, A., Zhao, X.-L. and Minkkinen, J. (2016a), "Application of high strength and ultra-high strength steel tubes in long hybrid compressive members: Experimental and numerical investigation", Thin-Wall. Struct., 102, 273-285. https://doi.org/10.1016/j.tws.2016.02.002
  24. Javidan, F., Heidarpour, A., Zhao, X.-L., Hutchinson, C.R. and Minkkinen, J. (2016b), "Effect of weld on the mechanical properties of high strength and ultra-high strength steel tubes in fabricated hybrid sections", Eng. Struct., 118, 16-27. https://doi.org/10.1016/j.engstruct.2016.03.046
  25. Javidan, F., Heidarpour, A., Zhao, X.-L. and Al-Mahaidi, R. (2017), "Bending moment and axial compression interaction of high capacity hybrid fabricated members", Thin-Wall. Struct., 121, 89-99. https://doi.org/10.1016/j.tws.2017.09.025
  26. Kulkarni, N.G., Kasai, A. and Tsuboi, H. (2009), "Displacement based seismic verification method for thin-walled circular steel columns subjected to bi-directional cyclic loading", Eng. Struct., 31(11), 2779-2786. https://doi.org/10.1016/j.engstruct.2009.07.025
  27. Lian, M., Su, M. and Guo, Y. (2015), "Seismic performance of eccentrically braced frames with high strength steel combination", Steel Compos. Struct., Int. J., 18(6), 1517-1539. https://doi.org/10.12989/scs.2015.18.6.1517
  28. MacRae, G.A., Hyde, K., Walpole, W.R., Moss, P., Hyland, C., Clifton, C. and Mago, N. (2006), Column Axial Shortening Effects in Steel Frames.
  29. MacRae, G.A., Urmson, C.R., Walpole, W.R., Moss, P., Hyde, K. and Clifton, C. (2009), "Axial shortening of steel columns in buildings subjected to earthquakes", Bull. New Zealand Soc. Earthq. Eng., 42(4), 275-287.
  30. Mamaghani, I.H.P. (2010), "Seismic performance evaluation of steel tubular columns under cyclic bidirectional loading", Tubular Structures XIII - Proceedings of the 13th International Symposium on Tubular Structures.
  31. Mirmomeni, M., Heidarpour, A., Zhao, X.-L., Hutchinson, C.R., Packer, J.A. and Wu, C. (2015), "Mechanical properties of partially damaged structural steel induced by high strain rate loading at elevated temperatures - An experimental investigation", Int. J. Impact Eng., 76, 178-188. https://doi.org/10.1016/j.ijimpeng.2014.10.001
  32. Nakashima, M. and Liu, D. (2005), "Instability and complete failure of steel columns subjected to cyclic loading", J. Eng. Mech., 131(6), 559-567. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:6(559)
  33. Nassirnia, M., Heidarpour, A., Zhao, X.-L. and Minkkinen, J. (2015), "Innovative hollow corrugated columns: A fundamental study", Eng. Struct., 94, 43-53. https://doi.org/10.1016/j.engstruct.2015.03.028
  34. Park, J., Lee, J. and Kim, J. (2012), "Cyclic test of buckling restrained braces composed of square steel rods and steel tube", Steel Compos. Struct., Int. J., 13(5), 423-436. https://doi.org/10.12989/scs.2012.13.5.423
  35. Rahnama, M. and Krawinkler, H. (1993), Effect of Soft Sooils and Hysteresis Models on Seismic Design Spectra, Department of Civil Engineering, Stanford University.
  36. Rodrigues, H., Furtado, A. and Arede, A. (2016), "Behavior of rectangular reinforced-concrete columns under biaxial cyclic loading and variable axial loads", J. Struct. Eng., 142(1), 04015085. DOI: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001345
  37. Sadeghi, S.N., Heidarpour, A., Zhao, X.-L. and Al-Mahaidi, R. (2017), "An innovative I-beam to hybrid fabricated column connection: Experimental investigation", Eng. Struct., 148, 907-923. https://doi.org/10.1016/j.engstruct.2017.07.029
  38. Sinaie, S., Heidarpour, A. and Zhao, X.L. (2016), "Effect of preinduced cyclic damage on the mechanical properties of concrete exposed to elevated temperatures", Constr. Build. Mater., 112, 867-876. https://doi.org/10.1016/j.conbuildmat.2016.03.028
  39. Ucak, A. and Tsopelas, P. (2015), "Load path effects in circular steel columns under bidirectional lateral cyclic loading", J. Struct. Eng., 141(5), 04014133. DOI: http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001057
  40. VIC-3D, Non-contacting Measurement Solutions; Correlated-Solutions.
  41. Wang, Y.B., Li, G.Q., Cui, W. and Chen, S.W. (2014), "Seismic behavior of high strength steel welded beam-column members", J. Constr. Steel Res., 102, 245-255. https://doi.org/10.1016/j.jcsr.2014.07.015
  42. Wang, Y.B., Li, G.Q., Cui, W., Chen, S.W. and Sun, F.F. (2015), "Experimental investigation and modeling of cyclic behavior of high strength steel", J. Constr. Steel Res., 104, 37-48. https://doi.org/10.1016/j.jcsr.2014.09.009
  43. Ye, J.H., Zhao, X.L., Van Binh, D. and Al-Mahaidi, R. (2007), "Plastic mechanism analysis of fabricated square and triangular sections under axial compression", Thin-Wall. Struct., 45(2), 135-148. https://doi.org/10.1016/j.tws.2007.02.006
  44. Zhao, X.L. and Grzebieta, R. (1999), "Void-filled SHS beams subjected to large deformation cyclic bending", J. Struct. Eng., 125(9), 1020-1027. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:9(1020)
  45. Zhao, X.L., Tong, L.W. and Wang, X.Y. (2010), "CFDST stub columns subjected to large deformation axial loading", Eng. Struct., 32(3), 692-703. https://doi.org/10.1016/j.engstruct.2009.11.015