Steel and Composite Structures

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Residual behavior of SRRAC beam and column after exposure to high temperatures

  • Zhou, Ji (College of Civil Engineering and Architecture, Guangxi University) ;
  • Chen, Zongping (College of Civil Engineering and Architecture, Guangxi University) ;
  • Zhou, Chunheng (School of Civil and Environmental Engineering, Ningbo University) ;
  • Zheng, Wei (College of Civil Engineering, Tongji University) ;
  • Ye, Peihuan (College of Civil Engineering and Architecture, Guangxi University)
  • Received : 2020.11.13
  • Accepted : 2022.11.01
  • Published : 2022.11.10
⟨ Previous Next ⟩

Abstract

Composite effect between steel and recycled aggregate concrete (RAC) in steel reinforced-RAC (SRRAC) structures can effectively improve RAC's adverse mechanical properties due to the natural defects of recycled coarse aggregate (RCA). However, the performance of SRRAC after thermal exposure will have a great impact on the safety of the structure. In this paper, firstly, the mechanical properties of SRRAC structures after high temperatures exposure were tested, including 24 SRRAC columns and 32 SRRAC beams. Then, the change rules of beams and columns performance with the maximum temperature and replacement percentage were compared. Finally, the formulas to evaluate the residual bearing capacity of SRRAC beams and columns after exposure to high temperatures were established. The experimental results show that the maximum exposure temperature can be judged by the apparent phenomenon and mass loss ratio of RAC. After high temperatures exposure, the mechanical properties of SRRAC beams and columns change significantly, where the degradation of bearing capacity and stiffness is the most obvious. Moreover, it is found that the degradation degree of compression member is more serious than that of flexural member. The formulas of residual bearing capacity established by introducing influence coefficient of material strength agree well with the experimental results.

Keywords

Acknowledgement

The authors would like to acknowledge the financial support provided by the Natural Science Foundation of China (51578163) and Bagui Scholars Special Funding Project ([2019] No.79), Guangxi Science and Techonology Base and Talent Special Project (AD21075031), Projects Funded by the Central Government to Guide Local Scientific and Technological Development (ZY21195010), Guangxi Key R & D Plan (AB21220012), Major Projects of Nanning Scientific Research and Technological Development Plan (20223024) and Innovation Project of Guangxi Graduate Education (YCBZ2021020).

References

  1. Al-Furjan, M.S.H., Farrokhian, A., Mahmoud, S.R. and Kolahchi, R. (2021), "Dynamic deflection and contact force histories of graphene platelets reinforced conical shell integrated with magnetostrictive layers subjected to low-velocity impact", ThinWall. Struct., 163, 107706. https://doi.org/10.1016/j.tws.2021.107706.
  2. Bai, G., Ma, J., Liu, B. and Chen, X. (2020), "Study on the interfacial bond slip constitutive relation of I-section steel and fully recycled aggregate concrete", Construct. Build. Mater., 238, 117688. https://doi.org/10.1016/j.conbuildmat.2019.117688.
  3. Bairagi, N.K., Vidyadhara, H.S. and Ravande, K. (1990), "Mix design procedure for recycled aggregate concrete", Construct. Build. Mater., 4(4), 188-193. https://doi.org/10.1016/0950-0618(90)90039-4.
  4. Bisby, L.A., Chen, J.F., Li, S.Q., Stratford, T.J., Cueva, N. and Crossling, K. (2011), "Strengthening fire-damaged concrete by confinement with fibre-reinforced polymer wraps", Eng. Struct., 33(12), 3381-3391. https://doi.org/10.1016/j.engstruct.2011.07.002.
  5. Chen, Z. P., Xu, J.J., Chen, Y.L. and Xue, J. (2016), "Axial compression ratio limit values for steel reinforced concrete (SRC) special shaped columns", Steel Compos. Struct., 20(2), 295-316. http://dx.doi.org/10.12989/scs.2016.20.2.29.
  6. Chen, Z., Chen, J., Ning, F. and Li, Y. (2019), "Residual properties of recycled concrete after exposure to high temperatures", Mag. Concrete Res., 71(15), 781-793. https://doi.org/10.1680/jmacr.17.00503.
  7. 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, 1242-1247. https://doi.org/10.4028/www.scientific.net/AMR.243-249.1242.
  8. Eguchi, K., Teranishi, K., Nakagome, A., Kishimoto, H., Shinozaki, K. and Narikawa, M. (2007), "Application of recycled coarse aggregate by mixture to concrete construction", Construct. Build. Mater., 21(7), 1542-1551. https://doi.org/10.1016/j.conbuildmat.2005.12.023.
  9. GB 500010-2010 (2010), Code for Design Concrete Structures, China Building Industry Press, Beijing, China.
  10. GB/T 228.1-2010 (2010), Metallic Materials-Tensile Testing-Part 1: Method of Test at Room Temperature, China Building Industry Press, Beijing, China.
  11. ISO 834-1 (1999), Fire Resistance Tests-Elements of Building Construction, International Organization for Standardization, Geneva, Switzerland.
  12. Keshtegar, B., Motezaker, M., Kolahchi, R. and Trung, N.T. (2020), "Wave propagation and vibration responses in porous smart nanocomposite sandwich beam resting on Kerr foundation considering structural damping", Thin-Wall. Struct., 154, 106820. https://doi.org/10.1016/j.tws.2020.106820.
  13. Kolahchi, R., Keshtegar, B. and Trung, N.T. (2021), "Optimization of dynamic properties for laminated multiphase nanocomposite sandwich conical shell in thermal and magnetic conditions", J. Sandw. Struct. Mater., 24(1), 643-662. https://doi.org/10.1177/10996362211020388.
  14. Levy, S.M. and Helene, P. (2004), "Durability of recycled aggregates concrete: a safe way to sustainable development", Cement Concrete Res., 34(11), 1975-1980. https://doi.org/10.1016/j.cemconres.2004.02.009.
  15. Limbachiya, M., Meddah, M.S. and Ouchagour, Y. (2012), "Use of recycled concrete aggregate in fly-ash concrete", Construct. Build. Mater., 27(1), 439-449. https://doi.org/10.1016/j.conbuildmat.2011.07.023.
  16. Ma, H., Xue, J., Liu, Y. and Dong, J. (2016), "Numerical analysis and horizontal bearing capacity of steel reinforced recycled concrete columns", Steel Compos. Struct., 22(4), 797-820. https://doi.org/10.12989/scs.2016.22.4.797.
  17. Ma, H., Xue, J., Liu, Y. and Zhang, X. (2015), "Cyclic loading tests and shear strength of steel reinforced recycled concrete short columns", Eng. Struct., 92, 55-68. https://doi.org/10.1016/j.engstruct.2015.03.009.
  18. McGinnis, M.J., Davis, M., de la Rosa, A., Weldon, B.D. and Kurama, Y.C. (2017), "Quantified sustainability of recycled concrete aggregates", Mag. Concrete Res., 69(23), 1203-1211. https://doi.org/10.1680/jmacr.16.00338.
  19. Medina, C., Zhu, W., Howind, T., de Rojas, M.I.S. and Frias, M. (2014), "Influence of mixed recycled aggregate on the physical-mechanical properties of recycled concrete", J. Clean. Product., 68, 216-225. https://doi.org/10.1016/j.jclepro.2014.01.002.
  20. Poon, C.S., Shui, Z.H. and Lam, L. (2004), "Compressive behavior of fiber reinforced high-performance concrete subjected to elevated temperatures", Cement Concrete Res., 34(12), 2215-2222. https://doi.org/10.1016/j.cemconres.2004.02.011.
  21. 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, 1614-1619. https://doi.org/10.4028/www.scientific.net/AMM.166-169.1614.
  22. Ren, R., Qi, L., Xue, J. and Zhang, X. (2020), "Cyclic bond property of steel reinforced recycled concrete (SRRC) composite structure", Construct. Build. Mater., 245, 118435. https://doi.org/10.1016/j.conbuildmat.2020.118435.
  23. Ren, R., Qi, L., Xue, J. and Zhang, X. (2020), "Cyclic bond property of steel reinforced recycled concrete (SRRC) composite structure", Construct. Build. Mater., 245, 118435. https://doi.org/10.1016/j.conbuildmat.2020.118435.
  24. Sagoe-Crentsil, K.K., Brown, T. and Taylor, A.H. (2001), "Performance of concrete made with commercially produced coarse recycled concrete aggregate", Cement Concrete Res., 31(5), 707-712. https://doi.org/10.1016/S0008-8846(00)00476-2.
  25. Thomas, C., Setien, J., Polanco, J., Alaejos, P. and De Juan, M.S. (2013), "Durability of recycled aggregate concrete", Construct. Build. Mater., 40, 1054-1065. https://doi.org/10.1016/j.conbuildmat.2012.11.106.
  26. Thomas, C., Setien, J., Polanco, J.A., Lombillo, I. and Cimentada, A. (2014), "Fatigue imit of recycled aggregate concrete", Construct. Build. Mater., 52, 146-154. https://doi.org/10.1016/j.conbuildmat.2013.11.032
  27. Thusoo, S., Kono, S., Hamada, J. and Asai, Y. (2020), "Performance of precast hollow steel-encased high-strength concrete piles", Eng. Struct., 204, 109995. https://doi.org/10.1016/j.engstruct.2019.109995.
  28. Wang, Q., Shi, Q. and Tian, H. (2015), "Seismic behavior of steel reinforced concrete (SRC) joints with new-type section steel under cyclic loading", Steel Compos. Struct., 19(6), 1561-1580. https://doi.org/10.12989/scs.2015.19.6.1561.
  29. Wu, K., Xue, J., Nan, Y. and Zhao, H. (2016), "Experimental research on seismic behavior of SRC-RC transfer columns", Steel Compos. Struct., 21(1), 157-175. http://dx.doi.org/10.12989/scs.2016.21.1.157.
  30. Xiao, J., Li, H. and Yang, Z. (2013), "Fatigue behavior of recycled aggregate concrete under compression and bending cyclic loadings", Construct. Build. Mater., 38, 681-688. https://doi.org/10.1016/j.conbuildmat.2012.09.024.
  31. Xie, T., Gholampour, A. and Ozbakkaloglu, T. (2018), "Toward the development of sustainable concretes with recycled concrete aggregates: comprehensive review of studies on mechanical properties", J. Mater. Civil Eng., 30(9), 04018211. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002304.
  32. Xu, J., Chen, Z., Xue, J., Chen, Y. and Liu, Z. (2017), "A review of experimental results of steel reinforced recycled aggregate concrete members and structures in China (2010-2016)", Procedia Eng., 210, 109-119. https://doi.org/10.1016/j.proeng.2017.11.055.
  33. Xue, J., Zhai, L., Bao, Y., Ren, R. and Zhang, X. (2018), "Cyclic loading tests and shear strength of steel reinforced recycled concrete beam-column inner joints", Struct. Des. Tall Spec. Build., 27(6), e1454. https://doi.org/10.1002/tal.1454.
  34. Xue, J., Zhang, X., Ren, R., Zhai, L. and Ma, L. (2018), "Experimental and numerical study on seismic performance of steel reinforced recycled concrete frame structure under lowcyclic reversed loading", Adv. Struct. Eng., 21(12), 1895-1910. https://doi.org/10.1177/1369433218759080.
  35. Yang, Y., Yu, Y., Guo, Y., Roeder, C.W., Xue, Y. and Shao, Y. (2016), "Experimental study on shear performance of partially precast Castellated Steel Reinforced Concrete (CPSRC) beams", Steel Compos. Struct., 21(2), 289-302. https://doi.org/10.12989/scs.2016.21.2.289.
  36. Yim, H.J., Park, S.J. and Jun, Y. (2019), "Physicochemical and mechanical changes of thermally damaged cement pastes and concrete for re-curing conditions", Cement Concrete Res., 125, 105831. https://doi.org/10.1016/j.cemconres.2019.105831.
  37. Zhao, H. (2000), Steel and Concrete Composite Structure, Science Press, Beijing, China.
  38. Zhou, C. and Chen, Z. (2017), "Mechanical properties of recycled concrete made with different types of coarse aggregate", Construct. Build. Mater., 134, 497-506. https://doi.org/10.1016/j.conbuildmat.2016.12.163.