Steel and Composite Structures

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Buckling-restrained steel plate shear walls using recycled aggregate concrete: Experimental and analytical study

  • Wei, Muwang (School of Civil Engineering and Architecture, Wuyi University) ;
  • Xie, Jianhe (School of Civil and Transportation Engineering, Guangdong University of Technology) ;
  • Liu, Weicai (School of Civil and Transportation Engineering, Guangdong University of Technology)
  • Received : 2021.04.29
  • Accepted : 2021.09.15
  • Published : 2021.10.25
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Abstract

To meet the demands of the sustainable development of construction, the combination of precast structures and recycled aggregate concrete made from construction and demolition waste is being promoted as a promising green construction technology. In this study, a new prefabricated member, a buckling-restrained steel plate shear wall with a cover plate made of recycled aggregate concrete (PBRW), was developed and experimentally studied. Eight specimens were tested to study the effect of the cover plate with different recycled aggregate substitution ratios and various bolt arrangements on the seismic behavior of this shear wall system. Based on the high-order buckling in the inner steel plate, a theoretical method was proposed to predict the shear resistance of PBRWs. The test results indicated that the PBRWs exhibited high shear strength, an adequate initial stiffness, a favorable energy absorption capacity, and a stable hysteresis curve. A full replacement of recycled aggregate with natural aggregate had almost no adverse impact on the seismic behavior of the PBRWs. The wall with an insufficient number of bolts (bolt arrangement of 3×2) imposed weaker lateral constraints on the inner plate, resulting in a reduction in the seismic behavior.

Keywords

Acknowledgement

The authors gratefully acknowledge the financial support provided by the National Natural Science Foundation of China (Nos. 11672076 and 12072078), the Guangdong Basic and Applied Basic Research Foundation (Nos. 2020A1515110304, 2019B151502004 and 2017A030313258), and the Guangzhou Science and Technology Plan (Nos. 202102020224).

References

  1. AISC (2016). "Seismic provisions for structural steel buildings." ANSI/AISC 341-16, American Institute of Steel Construction, Chicago, IL.
  2. AISC (2007). "Steel plate shear walls", Steel design guide 20, American Institute of Steel Construction, Chicago, IL.
  3. Arezoumandi, M., Smith, A., Volz, J.S. and Khayat, K.H. (2015), "An experimental study on shear strength of reinforced concrete beams with 100% recycled concrete aggregate", Eng. Struct., 88, 154-162. http:// doi.org/10.1016/j.conbuildmat.2013.12.019/
  4. Astaneh-Asl. A. (2001), "Seismic behavior and design of steel shear walls", SEOANC Seminar, Structural Engineers Associate of Northern California, San Francisco.
  5. Bai, W.H. and Sun, B.X. (2010), "Experimental study on flexural behavior of recycled coarse aggregate concrete beam", Appl. Mech. Mater., 29, 543-548. http://doi.org/10.4028/www.scientific.net/amm.29-32.543.
  6. Behera, M., Bhattacharyya, S.K., Minocha, A.K., Deoliya, R. and Maiti, S. (2014). "Recycled aggregate from C&D waste & its use in concrete-a breakthrough towards sustainability in construction sector: a review", Constr. Build. Mater., 68, 501-516. http://doi.org/10.1016/j.conbuildmat.2014.07.003 0950-0618/ 2014.
  7. Bovea, M.D. and Powell, J.C. (2016), "Developments in life cycle assessment applied to evaluate the environmental performance of construction and demolition wastes", Waste Management, 50, 151-172. http://doi.org/10.1016/j.wasman.2016.01.036.
  8. Berman, J.W. and Bruneau, M. (2005), "Experimental investigation of light-gauge steel plate shear walls", J. Struct. Eng., 131(2), 259-267. http://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(259).
  9. Caccese, V., Elgaaly, M. and Chen, R. (1993), "Experimental study of thin steel-plate shear walls under cyclic load", J. Struct. Eng., 119(2), 573-587. http://doi.org/10.1061/(asce)0733-9445(1993)119:2(573).
  10. Chen, S.J. and Jhang, C. (2006), "Cyclic behavior of low yield point steel shear walls", Thin-Wall. Struct., 44(7), 730-738. http://doi.org/10.1016/j.tws.2006.08.002.
  11. Chen, Z.P., Xu, J.J., Liang, Y. and Su, Y.S. (2014), "Bond behaviors of shape steel embedded in recycled aggregate concrete and recycled aggregate concrete filled in steel tubes", Steel Compos. Struct., 17(6), 929-949. http://doi.org/10.12989/scs.2014.17.6.929
  12. Choi, I.R. and Park, H.G. (2009), "Steel plate shear walls with various infill plate designs", J. Struct. Eng., 135(7), 785-796. http://doi.org/10.1061/(ASCE)0733-9445(2009)135:7(785)
  13. Choi, W.C. and Yun, H.D. (2012), "Compressive behavior of reinforced concrete columns with recycled aggregate under uniaxial loading", Eng. Struct., 41, 285-293. http://doi.org/10.1016/j.engstruct.2012.03.037.
  14. Curkovic, I., Skejic, D. and Dzeba, I. (2019), "Seismic performance of steel plate shear walls with variable column flexural stiffness", Steel Compos. Struct., 33(1), 1-18. http://doi.org/10.12989/scs.2019.33.1.001.
  15. Driver, R.G. (1997), "Seismic behavior of steel plate shear walls", Dissertation of PH.D., Department of Civil and Environmental engineering, University of Alberta, Alberta, Canada.
  16. Farahbakhshtooli, A. and Bhowmick, A. (2020), "Seismic collapse assessment of composite plate shear walls", J. Struct. Eng., 146(12), 04020266. http://doi.org/10.1061/(ASCE) ST.1943-541X.0002829.
  17. Fathifazl, G., Razaqpur, A.G., Isgorc, O.B., Abbasd, A., Fournier, B. and Foof, S. (2011), "Shear capacity evaluation of steel reinforced recycled concrete (RRC) beams", Eng. Struct., 33(3), 1025-1033. http://doi.org/10.1016/j.engstruct.2010.12.025.
  18. Gorji, M.S. and Cheng, J.J.R. (2018), "Seismic behavior of coupled steel plate shear walls with simple boundary frame connections", Earthq. Eng. Struct. D., 48(5), 507-527. http://doi.org/10.1002/eqe.3146.
  19. Guo, Y., Dong, Q.L. and Zhou, M. (2009), "Tests and analysis on hysteretic behavior of buckling-restrained steel plate shear wall", J. Build. Struct., 30(1), 31-47. http://doi.org/10.14006/j.jzjgxb.2009.01.005
  20. Guo, L.H., Li, R., Qin, R. and Zhang, S.M. (2012), "Cyclic behavior of SPSW and CSPSW in composite frame", Thin-Wall. Struct., 51, 39-52. http://doi.org/10.1016/j.tws.2011.10.014.
  21. Hitaka, T., Matsui, C. and Sakai, J.I. (2007), "Cyclic tests on steel and concrete-filled tube frames with slit walls", Earthq. Eng. Struct. D., 36(6), 707-727. http://doi.org/10.1002/eqe.648.
  22. Joseph, M., Boehme, L., Sierens, Z. and Vandewalle, L. (2015), "Water absorption variability of recycled concrete aggregates", Mag. Concrete Res., 67(11), 592-597. http://doi.org/10.1680/macr.14.00210.
  23. Khalaf, F.M. and DeVenny, A.S. (2004), "Recycling of demolished masonry rubble as coarse aggregate in concrete: review", J. Mater. Civil Eng., 16(4), 331-340. http://doi.org/10.1061/(ASCE)0899-1561(2004)16:4(331).
  24. Knaack, A.M. and Kurama, Y.C. (2015), "Behavior of reinforced concrete beams with recycled concrete coarse aggregates", J. Struct. Eng., 141(3), B4014009. http://doi.org/10.1061/(ASCE)ST.1943-541X.0001118.
  25. Le, H.B. and Bui, Q.B. (2020), "Recycled aggregate concretes - A state-of-the-art from the microstructure to the structural performance", Constr. Build. Mater., 257, 119522. http://doi.org/10.1016/j.conbuildmat.2020.119522.
  26. Li, W., Xiao, J., Sun, Z., Kawashima, S. and Shah, S.P. (2012), "Interfacial transition zones in recycled aggregate concrete with different mixing approaches". Constr. Build. Mater., 35, 1045-1055. http://doi.org/10.1016/j.conbuildmat.2012.06.022.
  27. Liang, Y., Ye, Z., Vernerey, F. and Xi, Y. (2015), "Development of processing methods to improve strength of concrete with 100% recycled coarse aggregate", J. Mater. Civil Eng., 27(5), 04014163. http://doi.org/10.1061/(ASCE)MT.1943-5533.0000909.
  28. Liu, Y.Q., Cai1, J.G., Deng, X.W., Cao, Y.F. and Feng, J. (2019), "Experimental study on effect of length of service hole on seismic behavior of exterior precast beam-column connections", Struct. Concrete, 20, 85-96. http://doi.org/10.1002/suco.201700227.
  29. Mojtaba, G.A., Majid, G., Mohammad, A.K., Tadeh, Z., Afrasyab, K., Hamid, A. and Hamid, S. (2021), "Invstigation of performance of steel plate shear walls with partial plate-column connection(SPSW-PC)", Steel Compos. Struct., 39(1), 109-123. http:// doi.org/10.12989/scs.2021.39.1.109
  30. Pacheco-Torgal, F. and Ding, Y. (2013), Handbook of Recycled Concrete and Demolition Waste, Woodhead Publishing.
  31. Pepe, M., Dias, R., Filho, T., Koenders, E.A.B. and Martinelli, E. (2016), "A novel mix design methodology for Recycled Aggregate Concrete", Constr. Build. Mater., 122, 362-372. http:// doi.org/10.1016/j.conbuildmat.2016.06.061.
  32. Poon, C.S., Shui, Z.H., Lam, L., Fok, H. and Kou, S.C. (2004), "Influence of moisture states of natural and recycled aggregates on the properties of fresh and hardened concrete", Cement Concrete Res., 34(1), 31-36. https://doi.org/10.1016/S0008-8846(03)00186-8.
  33. Rahai, A. and Hatami, F. (2009), "Evaluation of composite shear wall behavior under cyclic loadings", J. Constr. Steel Res., 65, 1528-1537. https://doi.org/10.1016/j.jcsr.2009.03.011
  34. Rassouli, B., Shafaei, S., Ayazi, A. and Farahbod, F. (2016), "Experimental and numerical study on steel-concrete composite shear wall using light-wight concrete", J. Constr. Steel Res., 126, 117-128. https://doi.org/10.1016/j.jcsr.2016.07.016.
  35. Ren, R., Qi, L., Xue, J., Zhang, X., Ma, H., Liu, X. and Ozbakkaloglu, T. (2021), "Concrete-steel bond-slip behavior of recycled concrete: Experimental investigation", Steel Compos. Struct., 38(3), 241-255. http://doi.org/10.12989/scs.2021.38.3.241.
  36. Robert, T.M. and Sabouri-Ghomi, S. (1992), "Hysteretic characteristics of unstiffened perforated steel plate shear panels", Thin-Wall. Struct., 14, 139-151. http://doi.org/10.1016/0263-8231(92)90047-Z.
  37. Roziere, E., Cortas, R. and Loukili, A. (2015), "Tensile behaviour of early age concrete: new methods of investigation", Cement Concrete Compos., 55, 153-161. http://doi.org/10.1016/j.cemconcomp.2014.07.024
  38. SAMR (State Administration for Market Regulation) (2010), Metallic materials-Tensile testing-Part 1: Method of test at room temperature. GB/T228.1-2010. Beijing.
  39. Schubert, S., Hoffmann, C., Leemann, A., Moser, K. and Motavalli, M. (2012), "Recycled aggregate concrete: experimental shear resistance of slabs without shear reinforcement", Eng. Struct., 41, 490-497. http://doi.org/10.1016/j.engstruct.2012.04.006.
  40. Shariati, M., Mehrabi, S.S.F.P., Bahavarnia, S., Zandi, Y., Masoom, D.R., Toghroli, A., Trung, N. and Salih, M.N.A. (2019), "Numerical study on the structural performance of corrugated low yield point steel plate shear walls with circular openings", Steel Compos. Struct., 33(4), 569-581. http://doi.org/10.12989/scs.2019.33.4.569.
  41. Shi, H.O., Zhao, J.X., Chen, F.M., Lin, J.J. and Xie, J.H. (2021), "Mechanical behaviour of precast prestressed reinforced concrete beam-column joints in elevated station platforms subjected to vertical cyclic loading", Reviews on Advanced Materials Science, 60, 1-21. https://doi.org/10.1515/rams-2021-0065.
  42. Silva, R.V., de Brito, J. and Dhir, R.K. (2014), "Properties and composition of recycled aggregates from construction and demolition waste suitable for concrete production", Constr. Build. Mater., 65, 201-217. http://doi.org/10.1016/j.conbuildmat.2014.04.117.
  43. Souche, J.C., Devillers, P., Salgues, M. and Garcia-Diaz, E. (2017), "Influence of recycled coarse aggregates on permeability of fresh concrete", Cement Concrete Compos., 83, 394-404. http://doi.org/10.1016/j.cemconcomp.2017.08.002
  44. Tam, V.W.Y., Soomro, M., and Evangelista, A.C.J. (2018), "A review of recycled aggregate in concrete applications 2000-2017", Constr. Build. Mater., 172, 272-292. http://doi.org/10.1016/j.conbuildmat.2018.03.240
  45. Thorburn, L.J., Kulak, G.L. and Montgomery, C.J. (1983). "Analysis of steel plate shear walls", Structural Engineering Report No. 107, Department of Civil Engineering, University of Alberta, Alta, Canada.
  46. Tosic, N., Marinkovic, S. and de Brito, J. (2019), "Deflection control for reinforced recycled aggregate concrete beams: Experimental database and extension of the fib Model Code 2010 model", Struct. Concrete, 20(6), 2015-2029. http://doi.org/10.1002/suco.201900035.
  47. Tromposch, E. W., and Kulak, G. L. (1987). "Cyclic and static behavior of thin panel steel plate shear walls." Structural Engineering Report No.145, Department of Civil Engineering, University of Alberta, Edmonton, Alta, Canada.
  48. Timoshenko, S. P. (1936). Theory of Elastic Stability, McGraw-Hill, New York.
  49. Wang, M., Borello, D.J., and Fahnestock, L.A. (2017), "Boundary frame contribution in coupled and uncoupled steel plate shear walls", Earthq. Eng. Struct. D., 46(14), 2355-2380. http://doi.org/10.1002/eqe.2908.
  50. Wang, M., Zhang, X.K., Yang, L. and Yang, W.G. (2020), "Cyclic performance for low-yield point steel plate shear walls with diagonal T-shaped-stiffener", J. Constr. Steel Res., 171, 106163. http://doi.org/10.1016/j.jcsr.2020.106163.
  51. Wei, M.W., Liew, J.Y.R., Du, Y. and Fu, X.Y. (2017a), "Seismic behaviors of partially connected buckling-restrained steel plate shear wall", Soil Dynam. Earthq. Eng., 103, 64-75. https://doi.org/10.1016/j.soildyn.2017.09.021.
  52. Wei, M.W., Liew, J.Y.R., Du, Y. and Fu, X.Y. (2017b), "Experimental and numerical investigations of novel partially connected steel plate shear walls", J. Constr. Steel Res., 132, 1-15. https://doi.org/10.1016/j.jcsr.2017.01.013.
  53. Wei, M.W., Liew, J.Y.R. and Fu, X.Y. (2019), "Nonlinear finite element modeling of partially connected buckling-restrained steel plate shear walls", Int. J. Steel Struct., 19(1), 28-43 https://doi.org/10.1007/s13296-018-0073-3.
  54. Yahya, C.K., Sri, S., Robert, B.F., Jose, I.R., Richard, S.H., Ned, M.C., Ghosh, S.K. and Patricio, B. (2018), "Seismic-resistant precast concrete structures: State of the art", J. Struct. Eng., 144(4), 03118001. https://doi.org/10.1061/(asce)st.1943-541x.0001972
  55. Zhan, B.J., Xuan, D.X. and Poon, C.S. (2018), "Enhancement of recycled aggregate properties by accelerated CO2 curing coupled with limewater soaking process", Cement Concrete Compos., 89, 230-237. https://doi.org/10.1016/j.cemconcomp.2018.03.011.
  56. Zhao, Q.H. and Astaneh-Asl, A. (2004), "Cyclic behavior of traditional and innovative composite shear walls", J. Struct. Eng., 130(2), 271-284. https://doi.org/10.1061/(asce)0733-9445(2004)130:2(271).