384
Views
3
CrossRef citations to date
0
Altmetric
Research Article

Post-fire Seismic Behavior of RC Columns Built with Sustainable Concrete

ORCID Icon, , ORCID Icon, & ORCID Icon
Pages 6869-6892 | Received 04 Apr 2020, Accepted 02 May 2021, Published online: 25 May 2021

References

  • ACI 216.1-97. 1997. Code requirements for determining fire resistance of concrete and masonry construction assemblies. Farmington Hills, MI: American Concrete Institute.
  • ACI 318-19. 2019. Building code requirements for structural concrete and commentary. Farmington Hills, MI: American Concrete Institute.
  • ACI 374. 2R-13. 2013. Guide for testing reinforced concrete structural elements under slowly applied simulated seismic loads. Farmington Hills, MI: American Concrete Institute.
  • ASCE [American Society for Civil Engineering]. 2017. ASCE 41-17: Seismic evaluation and retrofit of existing buildings. Reston, Virginia: American Society of Civil Engineers.
  • Bairagi, N. K., K. Ravande, and V. K. Pareek. 1993. Behaviour of concrete with different proportions of natural and recycled aggregates. Resources, Conservation and Recycling 9 (1–2): 109–26. doi: 10.1016/0921-3449(93)90036-F.
  • Behnam, B., and H. Ronagh. 2014. Performance-based vulnerability assessment of multi-story reinforced concrete structures exposed to pre- and post-earthquake fire. Journal of Earthquake Engineering 18 (6): 853–75. doi: 10.1080/13632469.2014.914454.
  • Buck, A. D. 1977. Recycled concrete as a source of aggregate. ACI Journal 74 (5): 212–19.
  • Casuccio, M., M. C. Torrijos, G. Giaccio, and R. Zerbino. 2008. Failure mechanism of recycled aggregate concrete. Construction and Building Materials 22 (7): 1500–06. doi: 10.1016/j.conbuildmat.2007.03.032.
  • CEN (European Committee for Standardization). 2004. Eurocode 2: Design of concrete structures - Part 1-2: General rules - structural fire design. Brussels, Belgium.
  • Chakradhara, R. M., S. Bhattacharyya, and S. Barai. 2011. Influence of field recycled coarse aggregate on properties of concrete. Materials and Structures 44 (1): 205–20. doi: 10.1617/s11527-010-9620-x.
  • Chang, Y. F., Y. H. Chen, M. S. Sheu, and G. C. Yao. 2006. Residual stress–strain relationship for concrete after exposure to high temperatures. Cement and Concrete Research 36 (10): 1999–2005. doi: 10.1016/j.cemconres.2006.05.029.
  • Choi, H., M. Lim, M. Inoue, R. Kitagaki, and T. Noguchi. 2016. Evaluation on the mechanical performance of low-quality RA through interface enhancement between cement matrix and coarse aggregate by surface modification technology. International Journal of Conc Structural Materials 10 (1): 87–97. doi: 10.1007/s40069-015-0124-5.
  • Concrete Society (2008). Assessment, design and repair of fire-damaged concrete structures. Technical Report 68, The Concrete Society, Camberley, UK.
  • Cosgun, C., M. Comert, M. Comert, and A. Ilki. 2019. Seismic retrofit of joints of a full-scale 3D reinforced concrete frame with FRP composites. Journal of Composites for Construction 23 (2): 04019004. doi: 10.1061/(ASCE)CC.1943-5614.0000923.
  • Cree, D., M. Green, and A. Noumowé. 2013. Residual strength of concrete containing recycled materials after exposure to fire: A review. Construction and Building Materials 45: 208–23. doi: 10.1016/j.conbuildmat.2013.04.005.
  • Demir, U., C. Goksu, E. Binbir, and A. Ilki. 2020c. Impact of time after fire on post-fire seismic behavior of RC columns. Structures 26: 537–48. doi: 10.1016/j.istruc.2020.04.049.
  • Demir, U., C. Goksu, G. Unal, M. Green, and A. Ilki. 2020a. Effect of fire damage on seismic behavior of cast-in-place reinforced concrete columns. Journal of Structural Engineering 146 (11): 04020232. doi: 10.1061/(ASCE)ST.1943-541X.0002794.
  • Demir, U., M. F. Green, and A. Ilki. 2020b. Post-fire seismic performance of precast reinforced concrete columns. PCI Journal 65 (6): 62–80. doi: 10.15554/pcij65.6-01.
  • Dong, H., W. Wanlin Cao, J. Bian, and J. Zhang. 2014. The fire resistance performance of recycled aggregate concrete columns with different concrete compressive strengths. Material 7: 7843–60.
  • Dymiotis-Wellington, C., and C. Vlachaki (2004). Serviceability limit state criteria for the seismic assessment of RC buildings. In Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver, BC (pp. 1–10).
  • EN-1998-1: Eurocode 8. 2005. Design of structures for earthquake resistance. Part 1: General rules, Seismic action and rules for buildings. Brussels, Belgium: European Committee for Standardization.
  • European Commission (EU COM) Report 773. 2018. A European strategic long-term vision for a prosperous, modern, competitive and climate neutral economy. Brussels, Belgium.
  • European Technology Platform, Vision and roadmap for European raw materials (VERAM) Report. 2018. Research and innovation roadmap 2050. Eds. Wall P, Elvnert J. Brussels, Belgium.
  • Fathifazl, G., A. G. Razaqpur, O. B. Isgor, A. Abbas, B. Fournier, and S. Foo. 2009. Flexural performance of steel-reinforced recycled concrete beams. ACI Structural Journal 106 (6). 858–867.
  • Fletcher, I. A., S. Welch, J. L. Torero, R. O. Carvel, and A. Usmani. 2007. Behaviour of concrete structures in fire. Thermal Science 11 (2): 37–52. doi: 10.2298/TSCI0702037F.
  • Franssen, J. M., and T. Gernay. 2017. Modeling structures in fire with SAFIR ®: Theoretical background and capabilities. Journal of Structural Fire Engineering 8 (3): 300–23. doi: 10.1108/JSFE-07-2016-0010.
  • Ghatte, H. F., M. Comert, C. Demir, and A. Ilki. 2016. Evaluation of FRP confinement models for substandard rectangular RC columns based on full-scale reversed cyclic lateral loading tests in strong and weak directions. Polym 8 (323): 1–24.
  • Goksu, C., I. Saribas, E. Binbir, Y. Akkaya, and A. Ilki. 2019. Structural performance of recycled aggregates concrete sourced from low strength concrete. Structural Engineering Mechanics 69 (1): 77–93.
  • Gonçalves, P., and J. Brito. 2010. Recycled aggregate concrete (RAC) – Comparative analysis of existing specifications. Magazine of Concrete Research 62 (5): 339–46. doi: 10.1680/macr.2008.62.5.339.
  • Habitat III Turkey Country Report. 2014. Third United Nations Conference on Housing and Sustainable Urban Development. Republic of Turkey, Ministry of Environment and Urbanization. Kito, Ecuador
  • International Organization for Standardization (ISO). 1999. Fire resistance tests: Elements of building construction. Part 1: General requirements. ISO834-1-1999. Geneva, Switzerland.
  • Kanellopoulos, A., D. Nicolaides, and M. F. Petrou. 2014. Mechanical and durability properties of concretes containing recycled lime powder and recycled Aggregates. Construction and Building Materials 53: 253–59. doi: 10.1016/j.conbuildmat.2013.11.102.
  • Katz, A. 2003. Properties of concrete made with RA from partially hydrated old concrete. Cement and Concrete Research 33 (5): 703–11. doi: 10.1016/S0008-8846(02)01033-5.
  • Khan, A. 1984. Recycled concrete-a source for new aggregate. Cement, Concrete and Aggregates 6 (1): 17–27. doi: 10.1520/CCA10349J.
  • Kou, S. C., C. S. Poon, and D. Chan. 2008. Influence of fly ash as a cement addition on the hardened properties of recycled Aggregate Concrete. Materials and Structures 41 (7): 1191–201. doi: 10.1617/s11527-007-9317-y.
  • Kou, S. C., C. S. Poon, and M. Etxeberria. 2014. Residue strength, water absorption and pore size distributions of recycled aggregate concrete after exposure to elevated temperatures. Cement and Concrete Composites 53: 73–82. doi: 10.1016/j.cemconcomp.2014.06.001.
  • Laneyrie, C., A.-L. Beaucour, M. F. Green, R. L. Hebert, B. Ledesert, and A. Noumowe. 2016. Influence of recycled coarse aggregates on normal and high performance concrete subjected to elevated temperatures. Construction and Building Materials 111: 368–78. doi: 10.1016/j.conbuildmat.2016.02.056.
  • Lie, T. T., T. J. Rowe, and T. D. Lin (1986). Residual strength of fire exposed RC columns. Evaluation and repair of fire damage to concrete. ACI J. SP-92, American Concrete Institute, Farmington Hills, MI, 153–74.
  • Limbachiya, M. C., T. Leelawat, and R. K. Dhir. 2000. Use of recycled concrete aggregate in high-strength concrete. Materials and Structures 33 (9): 574–80. doi: 10.1007/BF02480538.
  • Ma, H., J. Xue, X. Zhang, and D. Luo. 2013. Seismic performance of steel-reinforced recycled concrete columns under low cyclic loads. Construction and Building Materials 48: 229–37. doi: 10.1016/j.conbuildmat.2013.06.019.
  • Ma, H., J. Xue, Y. Liu, and X. Zhang. 2015. Cyclic loading tests and shear strength of steel reinforced recycled concrete short columns. Engineering Structures 92: 55–68. doi: 10.1016/j.engstruct.2015.03.009.
  • Malešev, M., V. Radonjanin, and S. Marinkovic. 2010. Recycled concrete as aggregate for structural concrete production. Sustainability 2 (5): 1204–25. doi: 10.3390/su2051204.
  • Mander, J. B., M. J. N. Priestley, and R. Park. 1988. Theoretical stress-strain model for confined concrete. Journal of Structural Engineering 114 (8): 1804–26. doi: 10.1061/(ASCE)0733-9445(1988)114:8(1804).
  • Mostafaei, H., F. J. Vecchio, and N. Bénichou (2009). Seismic resistance of fire-damaged reinforced concrete columns. Technical Paper, Division of Building Research, National Research Council Canada, Report no: NRCC-52623.
  • Paulay, T., and M. N. Priestley. 1992. Seismic design of reinforced concrete and masonry buildings. New York: John Wiley & Sons, Inc.
  • Saribas, I., C. Goksu, E. Binbir, and A. Ilki. 2019. Seismic performance of full-scale RC columns containing high proportion recycled aggregate. Bulletin of Earthquake Engineering 17 (11): 6009–37. doi: 10.1007/s10518-019-00687-0.
  • Soleimani, F., M. McKay, C. S. W. Yang, K. E. Kurtis, R. DesRoches, and L. F. Kahn. 2016. Cyclic testing and assessment of columns containing recycled concrete debris. ACI Structural Journal 113 (5): 1009–20. doi: 10.14359/51689024.
  • Tavakoli, M., and P. Soroushian. 1996. Strength of RAC made from field-demolition aggregate. ACI Material 93: 178–91.
  • The International Federation for Structural Concrete (FIB) Bulletin No. 46. 2008. Fire design of concrete structures - structural behavior and assessment. Lausanne, Switzerland.
  • Topcu, İ. B., and S. Sengel. 2004. Properties of concretes produced with waste concrete aggregate. Cement and Concrete Research 34 (8): 1307–12. doi: 10.1016/j.cemconres.2003.12.019.
  • TS 706 EN 12620+A1. 2009. Aggregates for concrete. Ankara, Turkey: Turkish Standards Institution.
  • TS EN 1097-2. 2010. Tests for mechanical and physical properties of aggregates Methods for the determination of resistance to fragmentation. Ankara, Turkey: Turkish Standards Institution.
  • Turkish Fire Regulation. 2007. Regulation on the protection of buildings from fire (in Turkish). Official Gazette, Ankara, Turkey.
  • Turkish Seismic Design Code. 2018. Specification for the buildings to be constructed in disaster areas. Ankara, Turkey: Ministry of Public Works and Settlement.
  • Vieira, J. P. B., J. R. Correia, and J. De Brito. 2011. Post-fire residual mechanical properties of concrete made with recycled concrete coarse aggregates. Cement and Concrete Research 41 (5): 533–41. doi: 10.1016/j.cemconres.2011.02.002.
  • Wang, C., and J. Xiao. 2021. Investigation on the seismic damage of recycled aggregate concrete frame structure. Journal of Earthquake Engineering 25(5):791–815.
  • Xiao, J., X. Huang, and L. Shen. 2012. Seismic behavior of semi-precast column with recycled aggregate concrete. Construction and Building Materials 35: 988–1001. doi: 10.1016/j.conbuildmat.2012.04.062.
  • Xiong, Z., Q. Cai, F. Liu, L. Li, and Y. Long. 2020. Dynamic performance of RAC-filled double-skin tubular columns subjected to cyclic axial compression. Construction and Building Materials 248: 118665. doi: 10.1016/j.conbuildmat.2020.118665.
  • Xiong, Z., W. Wei, F. Liu, C. Cui, L. Li, R. Zou, and Y. Zeng. 2021. Bond behaviour of recycled aggregate concrete with basalt fibre-reinforced polymer bars. Composite Structures 256: 113078. doi: 10.1016/j.compstruct.2020.113078.
  • Yang, S., and H. Lee. 2017. Structural performance of reinforced RCA concrete beams made by a modified EMV method. Sustainability 9 (1): 131. doi: 10.3390/su9010131.
  • Zega, C. J., and A. A. Di Maio. 2009. Recycled concrete made with different natural coarse aggregates exposed to high temperature. Construction and Building Materials 23 (5): 2047–52. doi: 10.1016/j.conbuildmat.2008.08.017.
  • Zou, R., F. Liu, Z. Xiong, S. He, L. Li, and W. Wei. 2020. Experimental study on fatigue bond behaviour between basalt fibre-reinforced polymer bars and recycled aggregate concrete. Const Building Material 270: 121399.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.