DOI QR코드

DOI QR Code

Mechanical behavior of corrugated grouted sleeve splice for precast concrete structures under cyclic loading

  • Muwang Wei (School of Civil Engineering and Architecture, Wuyi University) ;
  • Yukang Peng (School of Civil Engineering and Architecture, Wuyi University) ;
  • Huawei Li (School of Civil Engineering and Architecture, Wuyi University) ;
  • Boren Xiao (School of Civil Engineering and Architecture, Wuyi University)
  • 투고 : 2023.08.30
  • 심사 : 2025.01.03
  • 발행 : 2025.01.25

초록

To improve the splicing behavior of steel rebars in precast structures, this paper presents a novel corrugated grouted sleeve (CGS) fabricated at low cost from a rolling seamless pipe. To investigate the connection characteristics of splicing rebars in prefabricated structures under lateral loads, 18 specimens of 45# seamless pipe with various parameters were prepared and tested under cyclic loading. In general, the proposed connector system achieved high performance of the splicing rebars between precast components, ensuring sufficient integrity of the precast construction. Because the corrugated configuration provides sufficient anchoring strength for the steel rebars, the typical failure modes of the specimens under cyclic loading were steel rebar fractures, as desired. Moreover, cracks in the mortar were almost absent except at the ends, confirming higher performance than traditional sleeves. Finally, a method is proposed for capturing the confinement stress in the CGS for splicing steel rebars. The model results generally agreed with the test results. Therefore, it is believed that the proposed CGS system can be a alternative for splicing rebars in the prefabricated constructions.

키워드

과제정보

The authors gratefully acknowledge the financial support provided by the Natural Science Foundation of Fujian Province (2022J011195), Resource chemical industry and technology Foundation of Nanping (N2021Z002), Undergraduate innovation and entrepreneurship project (202410397015).

참고문헌

  1. ACI Committee 439 (1999), Mechanical Connections of Reinforcing Bars, American Concrete Institute, Farmington Hills, MI, USA.
  2. Afefy, H.M. and El-Tony, E.T.M. (2016), "Bond behavior of embedded reinforcing steel bars for varying levels of transversal pressure", J. Perform. Constr. Facil., 30(2), 04015023. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000768
  3. Al-Azzawi, A.A., Daud, R.A. and Daud, S.A. (2020), "Behavior of tension lap spliced sustainable concrete flexural members", Adv. Concrete Constr., Int. J., 9(1), 83-92. https://doi.org/10.12989/acc.2020.9.1.083
  4. Alias, A., Sapawi, F., Kusbiantoro, A., Zubir, M.A. and Abd Rahman, A.B. (2014), "Performance of grouted splice sleeve connector under tensile load", J. Mech. Eng. Sci., 7, 1094-1102. https://doi.org/10.15282/jmes.7.2014.8.0106
  5. Ameli, M.J. and Pantelides, C.P. (2017), "Seismic analysis of precast concrete bridge columns connected with grouted splice sleeve connectors", J. Struct. Eng., 143(2), 1-13. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001678
  6. Bournas, D.A. and Triantafillou, T.C. (2011), "Bond strength of lap-spliced bars in concrete confined with composite jackets", J. Compos. Constr., 15(2), 156-167. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000078
  7. Einea, A., Yamane, T. and Tadros, M.K. (1995), "Grout-filled pipe splices for precast concrete construction", PCI J., 40(1), 82-93. http://worldcat.org/oclc/12789822 https://doi.org/10.15554/pcij.01011995.82.93
  8. Elliott, K.S. (2017), Precast Concrete Structures, Taylor & Francis Group, CRC press, Boca Raton, FL, USA.
  9. Gao, Q. and Zhao, W.J. (2022), "Experimental study on performance of grouted sleeve connection with surfacing forming under uniaxial tensile load", J. Build. Struct., 43(4), 208-219. https://doi.org/10.14006/j.jzjgxb.2020.0329
  10. Haber, Z.B., Saiidi, M.S. and Sanders, D.H. (2014), "Seismic performance of precast columns with mechanically spliced column-footing connections", ACI Struct. J., 111(3), 639-650. https://doi.org/10.14359/51686624
  11. Harajli, M.H. (2009), "Bond stress–slip model for steel bars in unconfined or steel, FRC, or FRP confined concrete under cyclic loading", J. Struct. Eng., 135(5), 509-518. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:5(509)
  12. He, A., Zheng, D.C., Cai, J., Chen, Q.J., Tang, X.L. and Ye, J.B. (2024), "Experimental investigation on the horizontal impact response of precast RC bridge piers with grouted sleeve connections considering defects", Eng. Struct., 316, 118617. https://doi.org/10.1016/j.engstruct.2024.118617
  13. Hemamalini, S. and Vidjeapriya, R. (2020), "Influence of connection detailing on the performance of wall-to-wall vertical connections under cyclic loading", Adv. Concrete Constr., Int. J., 9(5), 437-448. https://doi.org/10.12989/acc.2020.9.5.437
  14. Henin, E. and Morcous, G. (2015), "Non-proprietary bar splice sleeve for precast concrete construction", Eng. Struct., 83, 154-162. https://doi.org/10.1016/j.engstruct.2014.10.045
  15. Hosseini, S.J.A., Rahman, A.B.A., Osman, M.H., Saim, A. and Adnan, A. (2015), "Bond behavior of spirally confined splice of deformed bars in grout", Constr. Build. Mater., 80, 180-194. https://doi.org/10.1016/j.conbuildmat.2014.12.097
  16. JGJ 107-2016 (2016), Technical Specification for Mechanical Splicing of Steel Reinforcing Bars, China Building Industry Press, Beijing, China.
  17. Joshi, D.D., Patel, P.V., Rangwala, H.M. and Patoliya, B.G. (2020), "Experimental and numerical studies of precast connection under progressive collapse scenario", Adv. Concrete Constr., Int. J., 9(3), 235-248. https://doi.org/10.12989/acc.2020.9.3.235
  18. Kalogeropoulos, G.I., Tsonos, A.D.G. and Konstantinidis, D. (2019), "Seismic behaviour of RC columns with welded rebars or mechanical splices of reinforcement", Earthq. Struct., Int. J., 17(3), 297-306. https://doi.org/10.12989/eas.2019.17.3.297
  19. Kuang, Z. and Zheng, G. (2018), "Computational and experimental mechanical modelling of a composite grouted splice sleeve connector system", Materials, 11(2), 306. https://doi.org/10.3390/ma11020306
  20. Kurama, Y.C., Sritharan, S., Fleischman, R.B., Restrepo, J.I., Henry, R.S., Cleland, N.M., Ghosh, S.K. and Bonelli, P. (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
  21. Lee, S.J., Lee, D.H., Kim, K.S., Oh, J.Y., Park, M.K. and Yang, I.S. (2013), "Seismic performances of RC columns reinforced with screw ribbed reinforcements connected by mechanical splice", Comput. Concrete, Int. J., 12(2), 131-149. https://doi.org/10.12989/cac.2013.12.2.131
  22. Lei, S., Liu, L.J., Wu, F.W., Lin, W.W., Peng, K. and Cao, J.C. (2023), "Seismic performance of short precast columns with UHPC grouted sleeve connections: An experimental and numerical study", Structures, 55, 427-440. https://doi.org/10.1016/j.istruc.2023.06.029
  23. Ling, J.H., Rahman, A.B.A., Ibrahim, I.S. and Hamid, Z.A. (2016), "Tensile capacity of grouted splice sleeves", Eng. Struct., 111, 285-296. https://doi.org/10.1016/j.engstruct.2015.12.023
  24. Lu, Z., Huang, J., Li, Y., Dai, S., Peng, Z., Liu, X. and Zhang, M. (2019), "Mechanical behaviour of grouted sleeve splice under uniaxial tensile loading", Eng. Struct., 186, 421-435. https://doi.org/10.1016/j.engstruct.2019.02.033
  25. Parastesh, H., Hajirasouliha, I. and Ramezani, R. (2014), "A new ductile moment-resisting connection for precast concrete frames in seismic regions: an experimental investigation", Eng. Struct., 70, 144-157. https://doi.org/10.1016/j.engstruct.2014.04.001
  26. Sayadi, A.A., Rahman, A.B.A., Jumaat, M.Z.B., Alengaram, U.J. and Ahmad, S. (2014), "The relationship between interlocking mechanism and bond strength in elastic and inelastic segment of splice sleeve", Constr. Build. Mater., 55, 227-237. https://doi.org/10.1016/j.conbuildmat.2014.01.020
  27. Sharbatdar, M.K., Jafari, O.M. and Karimi, M.S. (2018), "Experimental evaluation of splicing of longitudinal bars with forging welding in flexural reinforced concrete beams", Adv. Concrete Constr., Int. J., 6(5), 509-525. https://doi.org/10.12989/acc.2018.6.5.509
  28. Tullini, N. and Minghini, F. (2016), "Grouted sleeve connections used in precast reinforced concrete construction-experimental investigation of a column-to-column joint", Eng. Struct., 127, 784-803. https://doi.org/10.1016/j.engstruct.2016.09.021
  29. Wang, T., Zhou, Z.J., Yuan, K., Jiang, R.N., Ma, X.Q. and Li, L.W. (2022), "Evaluation of common defects of grouted sleeve connectors", Case Stud. Constr. Mater., 17, e01605. https://doi.org/10.1016/j.cscm.2022.e01605
  30. Wei, M.W., Du, J.R., Li, H.W., Lei, N.Z., Huang, Y.Y. and Xiao, B.R. (2023), "Behavior of a novel corrugated grouted sleeve splice for prefabricated construction under uniaxial tensile loading", Adv. Struct. Eng., 26(7), 1353-1374. https://doi.org/10.1177/13694332231161099
  31. Xiao, J.Z., Liu, L.L., Ding, T. and Xie Q.H. (2020), "Experimental study on mechanical behavior of thermally damaged grouted sleeve splice under cyclic loading", Struct. Concrete, 21(6), 2494-2514. https://doi.org/10.1002/suco.202000092
  32. Yuan, W.T., Wang, Y.R., Dong, Z.X. and Fang, Q.H. (2024), "Experimental study on mechanical properties of corroded grouted sleeve splice", Constr. Build. Mater., 412, 134797. https://doi.org/10.1016/j.conbuildmat.2023.134797
  33. Zheng, Y.F., Guo, Z.X., Guan, D.Z. and Zhang, X. (2018), "Parametric study on a novel grouted rolling pipe splice for precast concrete construction", Constr. Build. Mater., 166, 452-463. https://doi.org/10.1016/j.conbuildmat.2018.01.182