DOI QR코드

DOI QR Code

The multi-axial strength performance of composited structural B-C-W members subjected to shear forces

  • Zhu, Limeng (School of Civil Engineering, Qingdao University of Technology) ;
  • Zhang, Chunwei (School of Civil Engineering, Qingdao University of Technology) ;
  • Guan, Xiaoming (School of Civil Engineering, Qingdao University of Technology) ;
  • Uy, Brian (School of Civil Engineering, University of Sydney) ;
  • Sun, Li (School of Civil Engineering, Shenyang Jianzhu University) ;
  • Wang, Baolin (Graduate School at Shenzhen, Harbin Institute of Technology)
  • 투고 : 2017.11.04
  • 심사 : 2018.02.02
  • 발행 : 2018.04.10

초록

This paper presents a new method to compute the shear strength of composited structural B-C-W members. These B-C-W members, defined as concrete-filled steel box beams, columns and shear walls, consist of a slender rectangular steel plate box filled with concrete and inserted steel plates connecting the two long-side steel plates. These structural elements are intended to be used in structural members of super-tall buildings and nuclear safety-related structures. The concrete confined by the steel plate acts to be in a multi-axial stressed state: therefore, its shear strength was calculated on the basis of a concrete's failure criterion model. The shear strength of the steel plates on the long sides of the structural element was computed using the von Mises plastic strength theory without taking into account the buckling of the steel plate. The spacing and strength of the inserted plates to induce plate yielding before buckling was determined using elastic plate theory. Therefore, a predictive method to compute the shear strength of composited structural B-C-W members without considering the shear span ratio was obtained. A coefficient considering the influence of the shear span ratio was introduced into the formula to compute the anti-lateral bearing capacity of composited structural B-C-W members. Comparisons were made between the numerical results and the test results along with this method to predict the anti-lateral bearing capacity of concrete-filled steel box walls. Nonlinear static analysis of concrete-filled steel box walls was also conducted by using ABAQUS and the results agreed well with the experimental data.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Ministry of Science and Technology of China

참고문헌

  1. ACI 352R-02 (2002), Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures.
  2. Bradford, M.A., Wright, H.D. and Uy, B. (1998), "Short- and long-term behaviour of axially loaded composite profiled walls", Proc. Inst. Civ. Eng. Struct. Build., 128(1), 26-37. https://doi.org/10.1680/istbu.1998.30032
  3. Chen, L., Mahmoud, H., Tong, S.M. and Zhou, Y. (2015), "Seismic behavior of double steel plate-HSC composite walls", Eng. Struct., 102, 1-12. https://doi.org/10.1016/j.engstruct.2015.08.017
  4. Clubley, S.K., Moy, S.S.J. and Xiao, R.Y. (2003), "Shear strength of steel-concrete-steel composite panels. Part I - testing and numerical modelling", J. Constr. Steel Res., 59(6), 781-794. https://doi.org/10.1016/S0143-974X(02)00061-5
  5. Dastfan, M. and Driver, R. (2016), "Large-scale test of a modular steel plate shear wall with partially encased composite columns", J. Struct. Eng., 142(2), 04015142. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001424
  6. Emori, K. (2002), "Compressive and shear strength of concrete filled steel box wall", Steel Struct., 26(2), 29-40.
  7. Guo, Z. and Wang, C. (1991), "Investigation of strength and failure criterion of concrete under multi-axial stresses", China Civil Eng. J., 24(3), 1-14.
  8. Hossain, K.M.A., Rafiei, S., Lachemi, M. and Behdinan, K. (2016a), "Structural performance of profiled composite wall under in-plane cyclic loading", Eng. Struct., 110, 88-104. https://doi.org/10.1016/j.engstruct.2015.11.057
  9. Hossain, K.M.A., Rafiei, S., Lachemi, M., Behdinan, K. and Anwar, M.S. (2016b), "Finite element modeling of impact shear resistance of double skin composite wall", Thin-Wall. Struct., 107, 101-118. https://doi.org/10.1016/j.tws.2016.06.002
  10. Hossain, K.M.A. and Wright, H.D. (2004), "Flexural and shear behaviour of profiled double skin composite elements", Steel Compos. Struct., Int. J., 4(2), 113-132. https://doi.org/10.12989/scs.2004.4.2.113
  11. Huang, Z. and Liew, J.Y.R. (2016a), "Compressive resistance of steel-concrete-steel sandwich composite walls with J-hook connectors", J. Constr. Steel Res., 124, 142-162. https://doi.org/10.1016/j.jcsr.2016.05.001
  12. Huang, Z. and Liew, J.Y.R. (2016b), "Numerical studies of steelconcrete-steel sandwich walls with J-hook connectors subjected to axial loads", Steel Compos. Struct., Int. J., 21(3), 461-477. https://doi.org/10.12989/scs.2016.21.3.461
  13. Huang, Z. and Liew, J.Y.R. (2016c), "Structural behaviour of steel-concrete-steel sandwich composite wall subjected to compression and end moment", Thin-Wall. Struct., 98, 592-606. https://doi.org/10.1016/j.tws.2015.10.013
  14. Liang, Q.Q., Uy, B., Wright, H.D. and Bradford, M.A. (2003), "Local and post-local buckling of double skin composite panels", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 156(2), 111-119. https://doi.org/10.1680/stbu.2003.156.2.111
  15. Liang, Q.Q., Uy, B., Wright, H.D. and Bradford, M.A. (2004), "Local buckling of steel plates in double skin composite panels under biaxial compression and shear", J. Struct. Eng.-Asce, 130(3), 443-451. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:3(443)
  16. Liew, J.Y.R., Yan, J.B. and Huang, Z.Y. (2017), "Steel-concretesteel sandwich composite structures-recent innovations", J. Constr. Steel Res., 130, 202-221. https://doi.org/10.1016/j.jcsr.2016.12.007
  17. Link, R.A. and Elwi, A.E. (2004), "Composite concrete -steel plate walls: analysis and behavior", J. Struct. Eng.-Asce, 121(2), 260-271.
  18. Pant, D.R., Montgomery, M. and Christopoulos, C. (2017), "Analytical Study on the Dynamic Properties of Viscoelastically Coupled Shear Walls in High-Rise Buildings", J. Eng. Mech., 143(8), 04017047. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001247
  19. Rabbat, B.G. and Russell, H.G. (1985), "Friction coefficient of steel on concrete or grout", J. Struct. Eng., 111(3), 505-515. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:3(505)
  20. Rafiei, S., Hossain, K.M.A., Lachemi, M., Behdinan, K. and Anwar, M.S. (2013), "Finite element modeling of double skin profiled composite shear wall system under in-plane loadings", Eng. Struct., 56, 46-57. https://doi.org/10.1016/j.engstruct.2013.04.014
  21. Rafiei, S., Hossain, K.M.A., Lachemi, M. and Behdinan, K. (2015), "Profiled sandwich composite wall with high performance concrete subjected to monotonic shear", J. Constr. Steel Res., 107, 124-136. https://doi.org/10.1016/j.jcsr.2015.01.015
  22. Rahai, A. and Hatami, F. (2009), "Evaluation of composite shear wall behavior under cyclic loadings", J. Constr. Steel Res., 65(7), 1528-1537. https://doi.org/10.1016/j.jcsr.2009.03.011
  23. Uy, B., Wright, H.D. and Bradford, M.A. (2001), "Strength of profiled composite walls subjected to axial and bending loads", Proc. Inst. Civ. Eng. Struct. Build., 146(2), 129-139. https://doi.org/10.1680/stbu.2001.146.2.129
  24. Vecchio, F.J. and McQuade, I. (2011), "Towards improved modeling of steel-concrete composite wall elements", Nucl. Eng. Des., 241(8), 2629-2642. https://doi.org/10.1016/j.nucengdes.2011.04.006
  25. Wang, B., Jiang, H. and Lu, X. (2017a), "Seismic performance of steel plate reinforced concrete shear wall and its application in China Mainland", J. Constr. Steel Res., 131, 132-143. https://doi.org/10.1016/j.jcsr.2017.01.003
  26. Wang, M., Borello, D.J. and Fahnestock, L.A. (2017b), "Boundary frame contribution in coupled and uncoupled steel plate shear walls", Earthq. Eng. Struct. Dyn., 46(14), 2355-2380. https://doi.org/10.1002/eqe.2908
  27. Zhao, Q.H. and Astaneh-Asl, A. (2004), "Cyclic behavior of traditional and innovative composite shear walls", J. Struct. Eng.-Asce, 130(2), 271-284. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(271)
  28. Zhou, D., Liu, L. and Zhu, L. (2016), "Lateral load-carrying capacity analyses of composite shear walls with double steel plates and filled concrete with binding bars", J. Central South Univ., 23(8), 2083-2091. https://doi.org/10.1007/s11771-016-3264-0

피인용 문헌

  1. Numerical Study on Hysteretic Behaviour of Horizontal-Connection and Energy-Dissipation Structures Developed for Prefabricated Shear Walls vol.10, pp.4, 2018, https://doi.org/10.3390/app10041240
  2. Dynamic stability analysis of a rotary GPLRC disk surrounded by viscoelastic foundation vol.24, pp.3, 2018, https://doi.org/10.12989/gae.2021.24.3.267
  3. Ionic liquid coated magnetic core/shell CoFe2O4@SiO2 nanoparticles for the separation/analysis of trace gold in water sample vol.10, pp.3, 2018, https://doi.org/10.12989/anr.2021.10.3.295
  4. Optimum location of second outrigger in RC core walls subjected to NF earthquakes vol.38, pp.6, 2018, https://doi.org/10.12989/scs.2021.38.6.671
  5. Computer simulation for stability analysis of the viscoelastic annular plate with reinforced concrete face sheets vol.27, pp.4, 2018, https://doi.org/10.12989/cac.2021.27.4.369
  6. Investigating the effect of using three pozzolans separately and in combination on the properties of self-compacting concrete vol.11, pp.2, 2018, https://doi.org/10.12989/anr.2021.11.2.141
  7. Application of multi-hybrid metaheuristic algorithm on prediction of split-tensile strength of shear connectors vol.28, pp.2, 2018, https://doi.org/10.12989/sss.2021.28.2.167
  8. Analyzing the energy performance of buildings by neuro-fuzzy logic based on different factors vol.23, pp.12, 2018, https://doi.org/10.1007/s10668-021-01382-4