Advances in concrete construction

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Comparison and prediction of seismic performance for shear walls composed with fiber reinforced concrete

  • Zhang, Hongmei (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Chen, Zhiyuan (College of Civil Engineering and Architecture, Zhejiang University)
  • Received : 2020.06.07
  • Accepted : 2020.12.23
  • Published : 2021.02.25
⟨ Previous Next ⟩

Abstract

Concrete cracking due to brittle tension strength significantly prevents fully utilization of the materials for "flexural-shear failure" type shear walls. Theoretical and experimental studies applying fiber reinforced concrete (FRC) have achieved fruitful results in improving the seismic performance of "flexural-shear failure" reinforced concrete shear walls. To come to an understanding of an optimal design strategy and find common performance prediction method for design methodology in terms to FRC shear walls, seismic performance on shear walls with PVA and steel FRC at edge columns and plastic region are compared in this study. The seismic behavior including damage mode, lateral bearing capacity, deformation capacity, and energy dissipation capacity are analyzed on different fiber reinforcing strategies. The experimental comparison realized that the lateral strength and deformation capacity are significantly improved for the shear walls with PVA and steel FRC in the plastic region and PVA FRC in the edge columns; PVA FRC improves both in tensile crack prevention and shear tolerance while steel FRC shows enhancement mainly in shear resistance. Moreover, the tensile strength of the FRC are suggested to be considered, and the steel bars in the tension edge reaches the ultimate strength for the confinement of the FRC in the yield and maximum lateral bearing capacity prediction comparing with the model specified in provisions.

Keywords

References

  1. Alhozaimy, A.M., Soroushian, P. and Mirza, F. (1996). "Mechanical properties of polypropylene fiber reinforced concrete and the effects of pozzolanic materials", Cement Concrete Compos., 18(2), 85-92. https://doi.org/10.1016/0958-9465(95)00003-8.
  2. Amin, A. and Foster, S.J. (2016), "Shear strength of steel fibre reinforced concrete beams with stirrups", Eng. Struct., 111, 323-332. https://doi.org/10.1016/j.engstruct.2015.12.026.
  3. Arslan, G., Keskin, R.S.O. and Ulusoy, S. (2017), "An experimental study on the shear strength of SFRC beams without stirrups", J. Theor. App. Mech-pol., 55(4), 1205-1217. https://doi.org/10.15632/jtam-pl.55.4.1205.
  4. Barros, J.A.O. and Figueiras, J.A. (1999), "Flexural behavior of SFRC: Testing and modeling", J. Mater. Civil Eng., 11(4), 331-339. https://doi.org/10.1061/(ASCE)0899-1561(1999)11:4(331).
  5. Boshioff, W.P., Mechtcherine, V. and van Hijl, G.P.A.G. (2009), "Characterising the time-dependant behaviour on the single fibre level of SHCC: Part 1: Mechanism of fibre pull-out creep", Cement Concrete Res., 39(9), 779-786. https://doi.org/10.1016/j.cemconres.2009.06.007.
  6. Cavdar, A. (2012), "A study on the effects of high temperature on mechanical properties of fiber reinforced cementitious composites", Compos. Part B, 43(5), 2452-2463. https://doi.org/10.1016/j.compositesb.2011.10.005.
  7. Chalioris, C.E. and Sfiri, E.F. (2011), "Shear performance of steel fibrous concrete beams", Procedia Eng., 14, 2064-2068. https://doi.org/10.1016/j.proeng.2011.07.259.
  8. Chalioris, C.E., Kosmidou, P.M.K. and Karayannis, C.G. (2019), "Cyclic response of steel fiber reinforced concrete slender beams: an experimental study", Mater., 12(9), 1398. https://doi.org/10.3390/ma12091398.
  9. Chen, Y. (2017), "Experimental study on seismic performance of a new type of semi precast high ductility reinforced concrete shear walls", Ph.D. Dissertation, Tongji University, Shanghai.
  10. Chu, L.S., Cui, Z.M., Zhao, J. and Gao, D.Y. (2016), "Influence factors and calculation method of crack moment of the shear wall with SFRC in boundary elements", Earthq. Eng. Eng. Vib., 36(6), 153-159.
  11. Dang, Z., Liang, X.W. and Deng, M.K. (2016), "Cyclic behavior of shear walls with HPFRCCs in the inelastic deformation critical region", Struct. Des. Tall Spec. Build., 25(17), 886-903. https://doi.org/10.1002/tal.1288.
  12. Fanella, D.A. and Naaman, A.E. (1985), "Stress-strain properties of fiber reinforced mortar in compression", J. Am. Concrete Inst., 82(4), 475-483.
  13. Fischer, G. and Li, V.C. (2002), "Effect of matrix ductility on the performance of reinforced ECC column members under reversed cyclic loading condition", Proceedings of the JCI International Workshop on Ductile Fiber Reinforced Cementitious Composites (DFRCC), Takayama, Japan, October.
  14. Gao, D.Y., Shi, K. and Zhao, S.B. (2014), "Calculation method for bearing capacity of steel fiber reinforced high strength concrete beam-column joints", J. Build. Struct., 35(2), 71-79.
  15. Guerini, V., Conforti, A., Plizzari, G. and Kawashima, S. (2018). "Influence of steel and macro-synthetic fibers on concrete properties", Fiber., 6(3), 47. https://doi.org/10.3390/fib6030047.
  16. Hamoush, S., Abu Lebdeh, T. and Cummins, T. (2010), "Deflection behavior of concrete beams reinforced with PVA micro-fibers", Constr. Build. Mater., 24(11), 2285-2293. https://doi.org/10.1016/j.conbuildmat.2010.04.027.
  17. Hannawi, K., Bian, H., Prince Agbodjan, W. and Raghavan, B. (2016), "Effect of different types of fibers on the microstructure and the mechanical behavior of Ultra-High Performance FiberReinforced Concretes", Compos. Part B, 86, 214-220. https://doi.org/10.1016/j.compositesb.2015.09.059.
  18. He, Q.C. (2018), "Research on seismic behavior of steel fiber reinforced high-strength concrete shear wall with boundary elements", Ph.D. Dissertation, Zhengzhou University, Zhengzhou, Henan.
  19. Hsu, L.S. and Hsu, C.T. (1994), "Stress-strain behavior of steel-fiber high-strength concrete under compress", ACI Struct. J., 91(4), 448-457.
  20. Hu, A.X., Liang, X.W. and Shi, Q.X. (2020), "Bond characteristics between high-strength bars and ultrahigh-performance concrete", J. Mater. Civil Eng., 32(1), 04019323. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002919.
  21. Industry Standard of the People's Republic of China, GB 50010-2010 (2015), Code for Design of Concrete Structures, China Architecture & Building Press, Beijing.
  22. Industry Standard of the People's Republic of China, GB 50011-2011 (2011), Code for Seismic Design of Buildings, China Architecture & Building Press, Beijing.
  23. Industry Standard of the People's Republic of China, JGJ 3-2010. (2010), Technical Specification for Concrete Structures of Tall Building, China Architecture & Building Press, Beijing.
  24. Kunieda, M. and Rokugo, K. (2006), "Recent progress on HPFRCC in Japan", J. Adv. Concrete Technol., 4(1), 19-33. https://doi.org/10.3151/jact.4.19.
  25. Li, V.C., Wang, S.X. and Wu, C. (2001), "Tensile strain-hardening behavior or polyvinyl alcohol engineered cementitious composite (PVA-ECC)", ACI Mater. J., 98(6), 483-492.
  26. Liang, X.W., Zheng, Y. and Deng, M.K. (2013), "An investigation of deformation behavior of the shear wall with fiber-reinforced concrete in plastic hinge region", Eng. Mech., 30(3), 256-262.
  27. Lu, X.L., Zhang, Y., Zhang, H.M., Zhang, H.S. and Xiao, R.J. (2018), "Experimental study on seismic performance of steel fiber reinforced high strength concrete composite shear walls with different steel fiber volume fractions", Eng. Struct., 171, 247-259. https://doi.org/10.1016/j.engstruct.2018.05.068.
  28. Mandelbrot, B.B. (1982), Fractal Geometry of Nature, W.H. Freeman.
  29. Massone, L.M. and Wallace, J.W. (2004), "Load-deformation responses of slender reinforced concrete walls", ACI Struct. J., 101(1), 103-113.
  30. Mirmiran, A. and Shahawy, R. (1997), "Behavior of concrete columns confined by fiber composites", J. Struct. Eng., 123(5), 583-590. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(583)
  31. Muto, K. (1969), "Newly-devised reinforced concrete shear walls for high-rise building structures", SEAOC Convention of Hawaii, October.
  32. Naaman A.E. and Reinhardt H.W. (1996), "Characterization of high performance fiber reinforced cement composites HPFRCC", High Performance Fiber Reinforced Cementitious Composites, Ann Arbor, USA, June.
  33. Parra-Montesinos, G.J. (2005), "High-performance, fiber-reinforced cement composites: An alternative for seismic design of structures", ACI Struct. J., 102(5), 668-675.
  34. Parra-Montesinos, G.J. and Chompreda, P. (2007), "Deformation capacity and shear strength of fiber reinforced cement composite flexural members subjected to displacement reversals", J. Struct. Eng., 133(3), 421-431. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:3(421).
  35. Perceka, W., Liao, W.C. and Wu, Y.F. (2019), "Shear strength prediction equations and experimental study of high strength steel fiber-reinforced concrete beams with different shear span-to-depth ratios", Appl. Sci., 9(22), 4790. https://doi.org/10.3390/app9224790.
  36. Shi, X.J., Park, P., Rew, Y., Huang, K.J. and Sim, C. (2012), "Constitutive behaviors of steel fiber reinforced concrete under uniaxial compression and tension", Constr. Build. Mater., 233, 117316. https://doi.org/10.1016/j.conbuildmat.2019.117316.
  37. Torres, J.A. and Lantsoght, E.O.L. (2019), "Influence of fiber content on shear capacity of steel fiber-reinforced concrete beams", Fiber., 7(12), 102. https://doi.org/10.3390/fib7120102.
  38. Vasillag, X. (2003), "Investigating the shear characteristics of high performance fiber reinforced concrete", Dissertation, University of Toronto, Toronto.
  39. Wille, K., Naaman, A.E., El-Tawil, S. and Parra-Montesinos, G.J. (2012), "Ultra-high performance concrete and fiber reinforced concrete: achieving strength and ductility without heat curing", Mater. Struct., 45(3), 309-324. https://doi.org/10.1617/s11527-011-9767-0.
  40. Xu, S.L. and Cai, X.R. (2010), "Experimental study and theoretical models on compressive properties of ultrahigh toughness cementitious composites", J. Mater. Civil Eng., 22(10), 1067-1077. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000109.
  41. Yoo, D.Y., Yoon, Y.S. and Banthia, N. (2015), "Predicting the post-cracking behavior of normal-and high-strength steel-fiber-reinforced concrete beams", Constr. Build. Mater., 93, 477-485. https://doi.org/10.1016/j.conbuildmat.2015.06.006.
  42. Zhang, H.M., Lu, X.L., Duan, Y.F. and Zhu, Y. (2014), "Experimental study on failure mechanism of RC walls with different boundary elements under vertical and lateral loads", Adv. Struct. Eng., 17(3), 361-379. https://doi.org/10.1260/1369-4332.17.3.361.
  43. Zhang, H.M., Zhang, Y. and Lu, X.L. (2020), "Influence of axial load ratio on the seismic behavior of steel fiber reinforced concrete composite shear walls", J. Struct. Eng., 146(1), 04019171. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002444.
  44. Zhao, J., Gao, D.Y. and Du, X.L. (2009), "Seismic behavior of steel fiber reinforced concrete low-rise shear wall", Earthq. Eng. Eng. Vib., 29(4), 103-108.
  45. Zheng, Z.H. and Feldman, D. (1995), "Synthetic fiber-reinforced concrete", Prog. Polym. Sci., 20(2), 185-210. https://doi.org/10.1016/0079-6700(94)00030-6