Steel and Composite Structures

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Bond behaviors of shape steel embedded in recycled aggregate concrete and recycled aggregate concrete filled in steel tubes

  • Chen, Zongping (College of Civil Engineering and Architecture, Guangxi University) ;
  • Xu, Jinjun (College of Civil Engineering and Architecture, Guangxi University) ;
  • Liang, Ying (College of Civil Engineering and Architecture, Guangxi University) ;
  • Su, Yisheng (College of Civil Engineering and Architecture, Guangxi University)
  • Received : 2013.09.25
  • Accepted : 2014.04.23
  • Published : 2014.12.25
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Abstract

Thirty one push-out tests were carried out in order to investigate the bond behavior between shape steel, steel tube (named steels) and recycled aggregate concrete (RAC), including 11 steel reinforced recycled aggregate concrete (SRRAC) columns, 10 recycled aggregate concrete-filled circular steel tube (RACFCST) columns and 10 recycled aggregate concrete-filled square steel tube (RACFSST) columns. Eleven recycled coarse aggregate (RCA) replacement ratios (i.e., 0%, 10%, 20%, 30%, 40%, 50%, 60%, 70%, 80%, 90% and 100%) were considered for SRRAC specimens, while five RCA replacement ratios (i.e., 0%, 25%, 50%, 75% and 100%), concrete type and length-diameter ratio for recycled aggregate concrete-filled steel tube (RACFST) specimens were designed in this paper. Based on the test results, the influences of all variable parameters on the bond strength between steels and RAC were investigated. It was found that the load-slip curves at the loading end appeared the initial slip earlier than the curves at the free end. In addition, eight practical bond strength models were applied to make checking computations for all the specimens. The theoretical analytical model for interfacial bond shear transmission length in each type of steel-RAC composite columns was established through the mechanical derivation, which can be used to design and evaluate the performance of anchorage zones in steel-RAC composite structures.

Keywords

Acknowledgement

Supported by : Natural Science Foundation of China

References

  1. Brett, C.G., Cenk, T., Jerome, F.H. and Paul, H.S. (2008), A Synopsis of Studies of the Monotonic and Cyclic Behavior of Concrete-Filled Steel Tube Beam-Columns: Structural Engineering Report, Department of Civil and Environmental Engineering, University of Illinois at Urbana Champaign, Urbana, IL, USA.
  2. Butler, L., West, J.S. and Tighe, S.L. (2011), "The effect of recycled concrete aggregate properties on the bond strength between RCA concrete and steel reinforcement", Cement Concrete Res., 41(10), 1037-1049. https://doi.org/10.1016/j.cemconres.2011.06.004
  3. Cai, S.H. (2003), Modern Times Structures of Concrete Filled Steel Tube, China Communications Press, Beijing, China. [In Chinese]
  4. Chen, Z.P., Zhang, X.G., Zhang, S.Q. and Xue, J.Y. (2011), "Experimental study on axial compressive behaviors of steel recycled concrete composite columns", Adv. Mater. Res., 243-249, 1242-1247. https://doi.org/10.4028/www.scientific.net/AMR.243-249.1242
  5. De Juan, M.S. and Gutierrez, P.A. (2009), "Study on the influence of attached mortar content on the properties of recycled concrete aggregate", Construct. Build. Mater., 23(2), 872-877. https://doi.org/10.1016/j.conbuildmat.2008.04.012
  6. De Nardin, S. and El Debs, A.L.H.C. (2007), "Shear transfer mechanisms in composite columns: an experimental study", Steel Compos. Struct., Int. J., 7(5), 377-390. https://doi.org/10.12989/scs.2007.7.5.377
  7. Deng, G.Z. (2004), "Experimental study on and basic theory analysis on bond-slip behavior between shape steel and concrete in steel reinforced concrete structures", Xi'an University of Architecture and Technology, Xi'an, China. [In Chinese]
  8. Gholamreza, F., Razaqpur, A.G., Isgor, O.B., Abbas, A., Fournier, B. and Foo, S. (2012), "Bond performance of deformed steel bars in concrete produced with coarse recycled concret eaggregate", Can. J. Civil Eng., 39(2), 128-139. https://doi.org/10.1139/l11-120
  9. Hansen, T.C. (1992), Recycling of Demolished Concrete and Masonry, Londom, E&FN SPON.
  10. Huang, Y.J., Xiao, J.Z. and Zhang, Ch. (2012), "Theoretical study on mechanical behavior of steel confined recycled aggregate concrete", J. Construct. Steel Res., 76(12), 100-111. https://doi.org/10.1016/j.jcsr.2012.03.020
  11. Kang, X.L. (2008), Study on Compositing Mechanical Performance and Bond-Slip Performance of Concrete Filled Steel Tube, Xi'an University of Architecture and Technology, Xi'an, China. [In Chinese]
  12. Konno, K., Yasuhiko, S., Yoshio, K. and Msaji, O. (1997), "Property of recycled concrete column encased by steel tube subjected to axial compression", Transactions of the Japan Concrete Institute, 19(2), 231-238.
  13. Li, H., An, J.L. and Jiang, W.S. (1993), "An experimental investigation on bond behavior between steel and concrete", J. Harbin Inst. Tech., 26(Suppl), 214-223. [In Chinese]
  14. Liu, C., Zhu, B.J. and Shi, Y.L. (2011), "Coseismic stress variation and numerical analysis of 2011 Japan-Honshu 9.0 earthquake", Theor. Appl. Fract. Mech., 55(2), 118-130. https://doi.org/10.1016/j.tafmec.2011.04.006
  15. Liu, Y.X., Zha, X.X. and Gong, G.B. (2012), "Study on recycled-concrete-filled steel tube and recycled concrete based on damage mechanics", J. Construct. Steel Res., 71(4), 143-148. https://doi.org/10.1016/j.jcsr.2011.10.023
  16. Michael, D. and Li, L. (2011), "Earthquake reconstruction in Wenchuan: Assessing the state overall planand addressing the 'forgotten phase'", Appl. Geograph., 31(3), 998-1009. https://doi.org/10.1016/j.apgeog.2011.01.001
  17. Nandasena, N.A.K., Sasaki, Y. and Tanaka, N. (2012), "Modeling field observations of the 2011 Great East Japan tsunami: Efficacy of artificial and natural structures on tsunami mitigation", Coast. Eng., 67(12), 1-13. https://doi.org/10.1016/j.coastaleng.2012.03.009
  18. Nezamian, A., Al-Mahaidi, R. and Grundy, P. (2006), "Bond strength of concrete plugs embedded in tubular steel piles under cyclic loading", Can. J. Civil Eng., 33(2), 111-125. https://doi.org/10.1139/l05-091
  19. Nixon, P.J. (1978), "Recycled concrete as an aggregate for concrete - A review", Mater. Struct., 11(5), 371-378.
  20. Qin, W.Y., Chen, Y.L. and Chen, Z.P. (2012), "Experimental study on flexural behaviors of steel reinforced recycled coarse aggregate concrete beams", Appl. Mech. Mater., 166-169, 1614-1619. https://doi.org/10.4028/www.scientific.net/AMM.166-169.1614
  21. Roeder, C., Cameron, B. and Brown, C. (1999), "Composite action in concrete filled tubes", ASCEJournal of Structural Engineering, 125(5), 477-484. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:5(477)
  22. Shakir-Kalil, H. (1993), "Resistance of concrete-filled steel tubes to pushout forces", Struct. Eng., 71(13), 234-243.
  23. Takewaki, I., Murakami, S., Fujita, K., Yoshitomi, S. and Tsuji, M. (2011), "The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions", Soil Dyn. Earthq. Eng., 31(11), 1511-1528. https://doi.org/10.1016/j.soildyn.2011.06.001
  24. Tao, Z., Han, L.H., Brian, U. and Chen, X. (2011), "Post-fire bond between the steel tube and concrete in concrete-filled steel tubular columns", J. Construct. Steel Res., 67(3), 484-496. https://doi.org/10.1016/j.jcsr.2010.09.006
  25. Virdi, K.S. and Dowling, P.J. (1980), "Bond structure in concrete filled steel tubes", IABSE Proceedings P-33/80, 125-139.
  26. Xiao, J.Z. and Falkner, H. (2007), "Bond behaviour between recycled aggregate concrete and steel rebars", Construct. Build. Mater., 21(2), 395-401. https://doi.org/10.1016/j.conbuildmat.2005.08.008
  27. Xiao, J., Li, J. and Zhang, Ch. (2005), "Mechanical properties of recycled aggregate concrete under uniaxial loading", Cement Concrete Res., 35(6), 1187-1194. https://doi.org/10.1016/j.cemconres.2004.09.020
  28. Yang, Y. (2003), Study on the Basic Theory and its Application of Bond-Slip between Shape Steel and Concrete in SRC Structures, Xi'an University of Architecture and Technology, Xi'an, China. [in Chinese].
  29. Yang, Y.F. and Han, L.H. (2006), "Experimental behaviour of recycled aggregate concrete filled steel tubular columns", J. Construct. Steel Res., 62(12), 1310-1324. https://doi.org/10.1016/j.jcsr.2006.02.010
  30. Yang, Y.F. and Han, L.H. (2006), "Research on bond behavior between steel and concrete of selfcompacting concrete filled steel tubes with rectangular sections", Indust. Construct., 36(11), 32-36. [In Chinese]
  31. Zhao, Y.C. and Liu, J. (2011), "The compute method of concrete filled square steel tube bond stress", Sci. Tech. Information, 5, 321-313. [In Chinese]
  32. Zhao, B., Taucer, F. and Rossetto, T. (2009), "Field investigation on the performance of building structures during the 12 May2008 Wenchuan earthquake in China", Eng. Struct., 31(8), 1707-1723. https://doi.org/10.1016/j.engstruct.2009.02.039

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