Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Study on seismic performance of connection joint between prefabricated prestressed concrete beams and high strength reinforcement-confined concrete columns

  • Jiang, Haotian (School of Civil Engineering, Xian University of Architecture and Technology) ;
  • Li, Qingning (School of Civil Engineering, Xian University of Architecture and Technology) ;
  • Jiang, Weishan (School of Civil Engineering, Xian University of Architecture and Technology) ;
  • Zhang, De-Yi (Department of Engineering Mechanics, Ontario Power Generation)
  • Received : 2015.11.11
  • Accepted : 2016.04.11
  • Published : 2016.06.10
⟨ Previous Next ⟩

Abstract

As the common cast-in-place construction works fails to meet the enormous construction demand under rapid economic growth, the development of prefabricated structure instead becomes increasingly promising in China. For the prefabricated structure, its load carrying connection joint play a key role in maintaining the structural integrity. Therefore, a novel end plate bolt connecting joint between fully prefabricated pre-stressed concrete beam and high-strength reinforcement-confined concrete column was proposed. Under action of low cycle repeated horizontal loadings, comparative tests are conducted on 6 prefabricated pre-stressed intermediate joint specimens and 1 cast-in-place joint specimen to obtain the specimen failure modes, hysteresis curves, skeleton curves, ductility factor, stiffness degradation and energy dissipation capacity and other seismic indicators, and the seismic characteristics of the new-type prefabricated beam-column connecting joint are determined. The test results show that all the specimens for end plate bolt connecting joint between fully prefabricated pre-stressed concrete beam and high-strength reinforcement-confined concrete column have realized the design objectives of strong column weak beam. The hysteretic curves for specimens are good, indicating desirable ductility and energy dissipation capacity and seismic performances, and the research results provide theoretical basis and technical support for the promotion and application of prefabricated assembly frames in the earthquake zone.

Keywords

References

  1. AISC (2005), Seismic provision for structural steel building, American Institute of Steel Structure.
  2. Ban, S.L. (2011), "Experimental studies on dimensional effect on characteristics of stirrups confined concrete", Dalian University of Technology, Dalian, China.
  3. Fu, J.F. (2011), "Experimental studies on stress characteristics of construction waste recycled aggregate concrete and component", Zhengzhou University, Zhengzhou, China.
  4. GB 2010 (2010), Code for Design of Concrete Structures.
  5. Ho, I.F.Y., Lam, E.S.S., Wu, B. and Wang, Y.Y. (2013), "Monotonic behavior of reinforced concrete columns confined with high-performance ferrocement", J. Struct. Eng. - ASCE, 139(4), 574-583. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000684
  6. Hossain, M.R. and Ashraf, M. (2012), "Mathematical modelling of yielding shear panel device", Thin-Wall. Struct., 59, 153-161. https://doi.org/10.1016/j.tws.2012.04.018
  7. Hossain, M.R., Ashraf, M. and Albermani, F. (2011), "Numerical modelling of yielding shearpanel device for passive energy dissipation", Thin-Wall. Struct., 49(8), 1032-1044. https://doi.org/10.1016/j.tws.2011.03.003
  8. Hou, W.L. (2011), "Performance test and theoretical study on joint between square pipe concrete specialshaped column and steel beams", Xi'an University of Architecture and Technology, Xi'an, China.
  9. Jian, B., Zhong, Q., Gan, Y. and Wang, Y.P. (2013), "Experimental studies on low-frequency cyclic load on transfer structure for prestressed concrete empty web truss", China Civil Eng. J., 46(12), 18-24.
  10. Karayannis, C.G. and Sirkelis, G.M. (2008), "Strengthening and rehabilitation of RC beam-column joints using carbon-FRP jacketing and epoxy resin injection", Earthq. Eng. Struct. D, 37(5), 769-790. https://doi.org/10.1002/eqe.785
  11. Le-Trung, K., Lee, K., Lee, J., Lee, D.H. and Woo, S. (2010), "Experimental study of RC beam-column joints strengthened using CFRP composites", Compos. Part B - Eng., 41(1), 76-85. https://doi.org/10.1016/j.compositesb.2009.06.005
  12. Li, B. and Kai, Q. (2011), "Seismic behavior of reinforced concrete interior beam-wide columnjoints repaired using FRP", J. Compos. Constr., 15(3), 327-338. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000163
  13. Liang, X.W., Xin, L., Deng, M.K., Fang, L. and Zhang, X.H. (2010), "Experimental studies on seismic behavior and performance indicators of high-strength concrete shear wall", China Civil Eng. J., 11, 37-45.
  14. Liu, L. (2011), "Eberimental study on uni-axial compression constitutive relation of corroded stirrup confined concrete", Xi'an University of Architecture and Technology, Xi'an, China.
  15. Liu, Z.Q., Xue, J.Y., Ni, M.M., Zhao, P. and Zhao, H.T. (2012), "Quasi-static test and finite element force analysis on solid web shaped reinforced concrete columns side frame", J. Build. Struct., 33(8), 23-30.
  16. Ma, G.Y. and Su, Y.P. (2010), "Calculation formulas for ultimate compressive strength and strain of FRP confined concrete cylinder", J. Hebei Univ. Sci. Technol. (Natural Science Edition), 1, 74-77.
  17. Mu, X.T., Jian, S.F. and Jian, G.N. (2013), "Seismic behavior of steel reinforced concrete column-steel truss beam hybrid joints", 56, 1557-1569. https://doi.org/10.1016/j.engstruct.2013.07.029
  18. Niroomandi, A., Maheri, A., Maheri, M.R. and Mahini, S.S. (2010), "Seismic performance of ordinary RC frames retrofitted at joints by FRP sheets", Eng. Struct., 32(8), 2326-2336. https://doi.org/10.1016/j.engstruct.2010.04.008
  19. Panda, K.C., Bhattacharyya, S.K. and Barai, S.V. (2012), "Shear behaviour of RC T-Beams strengthened with U-wrapped GFRP sheet", Steel Compos. Struct., Int. J., 12(2), 149-166. https://doi.org/10.12989/scs.2012.12.2.149
  20. Pantelides, C.P., Okahashi, Y. and Reaveley, L.D. (2008), "Seismic rehabilitation of reinforced concrete frame interior beam-column joints with FRP composites", J. Compos. Constr., 12(4), 435-445. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:4(435)
  21. Rao, G.A. and Sundaresan, R. (2012), "Evaluation of size effect on shear strength of reinforced concrete deep beams using refined strut-and-tie model", Sadhana, 37(1), 89-105. https://doi.org/10.1007/s12046-012-0068-2
  22. Sasmal, S., Novak, B., Rmanjaneyulu, K., Roehm, C., Srinivas, V. and Lakshmanan, N. (2011), "Upgradation of gravity load designed sub-assemblages subjected to seismic type loading", Compos. Struct., 93(6), 1561-1573. https://doi.org/10.1016/j.compstruct.2011.01.001
  23. Shayanfar, M.A., Barkhordari, M.A. and Rezaeian, A.R. (2012), "Experimental study of cyclic behavior of composite vertical shear link in eccentrically braced frames", Steel Compos. Struct., Int. J., 12(1), 13-29. https://doi.org/10.12989/scs.2012.12.1.013
  24. Shi, Q.X., Wang, N., Tian, Y., Wang, P. and Li, K. (2013), "Studies on axial compression stress - strain full curve for high-strength stirrups confined high-strength concrete", J. Build. Struct., 34(4), 144-151.
  25. Tsonos, A.G. (2008), "Effectiveness of CFRP-jackets and RC-jackets in post-earthquake and pre-earthquake retrofitting of beam-column subassemblages", Eng. Struct., 30(3), 777-793. https://doi.org/10.1016/j.engstruct.2007.05.008
  26. Xu, M., Peng, Z. and Chen, Z.F. (2013), "Experimental study on seismic behavior of load-bearing walls with insulation concrete compound block masonry of new-type concrete", Industrial Construction Magazine Agency, 43(3).
  27. Yao, R. (2010), "Studies on seismic behaviors of precast prestressed fabricated beam-column joints", Beijing University of Civil Engineering and Architecture, Beijing, China.
  28. Zenunovic, D. and Folic, R. (2012), "Models for behaviour analysis of monolithic wall and precast or monolithic floor slab connections", Eng. Struct., 40, 466-478. https://doi.org/10.1016/j.engstruct.2012.03.007
  29. Zhang, Z.C. (2013), "Studies on seismic behavior of concrete columns confined by plate bolt tendon connected high strength stirrups", Xi'an University of Architecture and Technology, Xi'an, China.
  30. Zhang, Q., Jiang, Q. and Lu, X.Z. (2013), "Studies on influences of lateral impact on compressive bearing capacities of steel pipe concrete", Struct. Eng., 29(3), 59-64.
  31. Zhao, B.C, Zhu, H., He, R.Q. and Gu, Q. (2012), "Experimental study on through-bolt-end-plate connecting joint between steel pipe concrete columns and trusses", Xi'an University of Architecture and Technology (Natural Science Edition), 44(2), 170-176.

Cited by

  1. Experimental Research on Seismic Performance of a New-Type of R/C Beam-Column Joints with End Plates vol.2017, 2017, https://doi.org/10.1155/2017/3823469
  2. Experimental study of a fabricated confined concrete beam-to-column connection with end-plates vol.158, 2018, https://doi.org/10.1016/j.conbuildmat.2017.10.025
  3. Seismic tests of RC shear walls confined with high-strength rectangular spiral reinforcement vol.24, pp.1, 2017, https://doi.org/10.12989/scs.2017.24.1.001
  4. Research on prefabricated concrete beam-column joint with high strength bolt-end plate vol.74, pp.3, 2020, https://doi.org/10.12989/sem.2020.74.3.395
  5. Experimental study on the mechanical properties of grouted sleeve joint with the fiber-reinforced grouting material vol.41, pp.None, 2016, https://doi.org/10.1016/j.jobe.2021.102691
  6. Steel-concrete composite beam-column connections utilizing prefabricated permanent steel form vol.46, pp.None, 2016, https://doi.org/10.1016/j.jobe.2021.103836