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Axial compression performance of basalt-fiber-reinforced recycled-concrete-filled square steel tubular stub column

  • Zhang, Xianggang (School of Urban Construction, Wuchang University of Technology) ;
  • Gao, Xiang (School of Civil Engineering, Henan Polytechnic University) ;
  • Wang, Xingguo (School of Civil Engineering, Henan Polytechnic University) ;
  • Meng, Ercong (CET-College of Engineering and Technology, Southwest University) ;
  • Wang, Fang (School of Civil Engineering, Henan Polytechnic University)
  • Received : 2020.08.02
  • Accepted : 2020.11.05
  • Published : 2020.12.25
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Abstract

This study aimed to inspect the axial compression mechanical performance of basalt-fiber-reinforced recycled - concrete (BFRRC)-filled square steel tubular stub column. The replacement ratio of recycled coarse aggregate (RCA) and the basalt fiber (BF) dosage were used as variation parameters, and the axial compression performance tests of 15 BFRRC-filled square steel tubular stub column specimens were conducted. The failure mode and the load-displacement/strain curve of the specimen were measured. The working process of the BFRRC-filled square steel tubular stub column was divided into three stages, namely, elastic-elastoplasticity, sudden drawdown, and plasticity. The influence of the design parameters on the peak bearing capacity, energy dissipation performance, and other axial compression performance indexes was discussed. A mathematical model of segmental stiffness degradation was proposed on the basis of the degradation law of combined secant-stiffness under axial compression. The full-process curve equation of axial compressive stress-strain was proposed by introducing the influencing factors, including the RCA replacement ratio and the BF dosage, and the calculated curve agreed well with the test-measured curve.

Keywords

Acknowledgement

Founding for this work was supported by the Fundamental Research Funds for the Universities of Henan Province (NSFRF200320, NSFRF200328), Key Scientific Research Project Plan for Colleges and Universities in Henan Province (20A560012), the Young Backbone Teachers Funding Scheme of Henan Polytechnic University (2019XQG-15).

References

  1. Adessina, A., Ben, F.A., Barthelemy, J.F., Chateau, C. and Garnier, D. (2019), "Experimental and micromechanical investigation on the mechanical and durability properties of recycled aggregates concrete", Cement Concrete Res., 126, 105900. https://doi.org/10.1016/j.cemconres.2019.105900.
  2. Alhatmey, I.A., Ekmekyapar, T. and Alrebeh, S.K. (2018), "Residual strength capacity of fire-exposed circular concrete-filled steel tube stub columns", Adv. Concrete Constr., 6(5), 485-507. http://dx.doi.org/10.12989/acc.2018.6.5.485.
  3. Borhan, T.M. (2012), "Properties of glass concrete reinforced with short basalt fibre", Mater. Des., 42, 265-271. https://doi.org/10.1016/j.matdes.2012.05.062.
  4. Chen, J., Liu, X., Liu, H.W. and Zeng, L. (2018), "Axial compression behavior of circular recycled concrete-filled steel tubular short columns reinforced by silica fume and steel fiber", Steel Compos. Struct., 27(2), 193-200. https://doi.org/10.12989/scs.2018.27.2.193.
  5. Chen, Z.P., Jing, C.G. Xu, J.J. and Zhang, X.G. (2017), "Seismic performance of recycled concrete-filled square steel tube columns", Earthq. Eng. Eng. Vib., 16(1), 119-130. https://doi.org/10.1007/s11803-017-0372-2.
  6. Chithira, K. and Baskar, K. (2014), "Experimental study on circular concrete filled steel tubes with and without shear connectors", Steel Compos. Struct., 16(1), 99-116. https://doi.org/10.12989/scs.2014.16.1.099.
  7. Ekmekyapar, T. and Al-Eliwi, B.J.M. (2017), "Concrete filled double circular steel tube (CFDCST) stub columns", Eng. Struct., 135, 68-80. https://doi.org/10.1016/j.engstruct.2016.12.061.
  8. Fang, S.E., Hong, H.S. and Zhang, P.H. (2018), "Mechanical property tests and strength formulas of basalt fiber reinforced recycled aggregate concrete", Mater., 11(10), 1851. https://doi.org/10.3390/ma11101851.
  9. Hosseini, S.A. (2020), "Application of various types of recycled waste materials in concrete constructions", Adv. Concrete Constr., 9(5), 479-489. https://doi.org/10.12989/acc.2020.9.5.479.
  10. Hou, M., Dong, J.F., Li, L., Yuan, S.C. and Wang, Q.Y. (2014), "Study on fiber reinforced polymer reinforced circle column subjected to axial compression", Asian J. Chem., 26(17), 5609-5611. https://doi.org/10.14233/ajchem.2014.18167.
  11. Huang, Y.J., Xiao, J.Z. and Zhang, C. (2012), "Theoretical study on mechanical behavior of steel confined recycled aggregate concrete", J. Constr. Steel Res., 76, 100-111. https://doi.org/10.1016/j.jcsr.2012.03.020.
  12. Kabay, N. (2014), "Abrasion resistance and fracture energy of concretes with basalt fiber", Constr. Build. Mater., 50, 95-101. https://doi.org/10.1016/j.conbuildmat.2013.09.040.
  13. Lam, D., Dai, X.H., Han, L.H., Ren, Q.X. and Li, W. (2012), "Behaviour of inclined, tapered and STS square CFST stub columns subjected to axial load", Thin Wall. Struct., 54, 94-105. https://doi.org/10.1016/j.tws.2012.02.010.
  14. Lam, D., Yang, J. and Dai, X.H. (2019), "Finite element analysis of concrete filled lean duplex stainless steel columns", Struct., 21, 150-155. https://doi.org/10.1016/j.istruc.2019.01.024.
  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. Constr. Steel Res., 71, 143-148. https://doi.org/10.1016/j.jcsr.2011.10.023.
  16. Ma, H., Bai, H.Y., Zhao, Y.L., Liu, Y.H. and Zhang, P. (2019), "Compressive performance of RAC filled GFRP tube-profile steel composite columns under axial loads", Adv. Concrete Constr., 8(4), 335-349. https://doi.org/10.12989/acc.2019.8.4.335.
  17. Mukharjee, B.B. and Barai, S.V. (2019), "Performance assessment of nano-Silica incorporated recycled aggregate concrete", Adv. Concrete Constr., 8(4), 321-333. https://doi.org/10.12989/acc.2019.8.4.321.
  18. Niu, H.C. and Cao, W.L. (2015), "Full-scale testing of high-strength RACFST columns subjected to axial compression", Mag. Concrete Res., 67(5), 257-270. https://doi.org/10.1680/macr.14.00198.
  19. Rangel, C.S., Toledo, R.D., Amario, M., Pepe, M., Polisseni, G.D. and de Andrade, G.P. (2019), "Generalized quality control parameter for heterogenous recycled concrete aggregates: A pilot scale case study", J. Clean. Prod., 208, 589-601. https://doi.org/10.1016/j.jclepro.2018.10.110.
  20. Santarelli, M.L., Sbardella, F., Zuena, M., Tirillo, J. and Sarasini, F. (2014), "Basalt fiber reinforced natural hydraulic lime mortars: A potential bio-based material for restoration", Mater. Des., 63, 398-406. https://doi.org/10.1016/j.matdes.2014.06.041.
  21. Shi, X.S., Wang, Q.Y., Zhao, X.L. and Collins, F.G. (2015), "Structural behaviour of geopolymeric recycled concrete filled steel tubular columns under axial loading", Constr. Build. Mater., 81, 187-197. https://doi.org/10.1016/j.conbuildmat.2015.02.035.
  22. Susantha, K.A.S., Aoki, T. and Hattori, M. (2008), "Seismic performance improvement of circular steel columns using precompressed concrete-filled steel tube", J. Constr. Steel Res., 64, 30-36. https://doi.org/10.1016/j.jc sr.2007.05.001.
  23. Tam, V.V.W.Y., Xiao, J.Z., Liu, S. and Chen, Z.X. (2019), "Behaviors of recycled aggregate concrete-filled steel tubular columns under eccentric loadings", Front. Struct. Civil Eng., 13(3), 628-639. https://doi.org/10.1007/s11709-01 8-0501-7.
  24. Thomas, J., Thaickavil, N.N. and Wilson, P.M. (2018), "Strength and durability of concrete containing recycled concrete aggregates", J. Build. Eng., 19, 349-365. https://doi.org/10.1016/j.jobe.2018.05.007.
  25. Verma, S.K. and Ashish, D.K. (2017), "Mechanical behavior of concrete comprising successively recycled concrete aggregates", Adv. Concrete Constr., 5(4), 303-311. https://doi.org/10.12989/acc.2017.5.4.303.
  26. Wang, Y.Y., Chen, J. and Geng, Y. (2015), "Testing and analysis of axially loaded normal-strength recycled aggregate concrete filled steel tubular stub columns", Eng. Struct., 86, 192-212. https://doi.org/10.1016/j.engstruct.2015.01.007.
  27. Xiao, J.Z., Huang, Y.J., Yang, J. and Zhang, C. (2012), "Mechanical properties of confined recycled aggregate concrete under axial compression", Constr. Build. Mater., 26, 591-603. https://doi.org/10.1016/j.conbuildmat.2011.06.062.
  28. Yang, Y.F. and Han, L.H. (2006), "Compressive and flexural behaviour of recycled aggregate concrete filled steel tubes (RACFST) under short-term loadings", Steel Compos. Struct., 6(3), 257-284. https://doi.org/10.12989/scs.2006.6.3.257.
  29. Yang, Y.F. and Hou, C. (2015), "Behaviour and design calculations of recycled aggregate concrete-filled steel tube (RA CFST) members", Mag. Concrete Res., 67, 611-620. https://doi.org/10.1680/macr.14.00204.
  30. Zhang, X.G., Kuang, X.M., Wang, F. and Wang, S.R. (2019), "Strength indices and conversion relations for basalt fiber-reinforced recycled aggregate concrete", Dyn., 94(1), 82-87. https://doi.org/10.6036/8986.
  31. Zhao, X.Y., Wu, B. and Wang, L. (2016), "Structural response of thin-walled circular steel tubular columns filled with demolished concrete lumps and fresh concrete", Constr. Build. Mater., 129, 216-242. https://doi.org/10.1016/j.conbuildmat.2016. 10.099.