Residual Properties of Heat-Treated Thermomechanically Treated Steel Reinforcing Bars

1. Baydogan, M.; Uysal, A.; Kayali, E. S.; and Cimenoglu, H., “Investigation on Cyclic Deformation Behavior of Reinforced Steel Bars,” 11th International Conference on Fracture, Curran Associates, Inc., Red Hook, NY, 2005.

2. Rafi, M. M.; Nadjai, A.; and Ali, F., “Fire Resistance of Carbon FRP Reinforced Concrete Beams,” Magazine of Concrete Research, V. 59, No. 4, 2007, pp. 245-255. doi: 10.1680/macr.2007.59.4.24510.1680/macr.2007.59.4.245 ↗

3. Salleh, N. H., and Ahmad, A. G., “Fire Safety Management in Heritage Buildings: The Current Scenario in Malaysia,” Proceedings of 22nd CIPA Symposium, Kyoto, Japan, 2009.

4. Wang, Y. C., Steel and Composite Structures: Behaviour and Design for Fire Safety, Spon Press, London, UK, 2002.10.1201/9781482267693 ↗

5. Chen, J.; Young, B.; and Uy, B., “Behavior of High Strength Structural Steel at Elevated Temperatures,” Journal of Structural Engineering, ASCE, V. 132, No. 12, 2006, pp. 1948-1954. doi: 10.1061/(ASCE)0733-9445(2006)132:12(1948)10.1061/(ASCE)0733-9445(2006)132:12(1948) ↗

6. Tao, Z., and Yu, Q., “Residual Bond Strength in Steel Reinforced Concrete Columns After Fire Exposure,” Fire Safety Journal, V. 53, 2012, pp. 19-27. doi: 10.1016/j.firesaf.2012.06.01010.1016/j.firesaf.2012.06.010 ↗

7. Kodur, V. K. R., “Fire Resistance Requirements for FRP Structural Members,” Annual Conference of the Canadian Society of Civil Engineering, Regina, SK, Canada, 1999, 83-94.

8. Chang, Y. F.; Chen, Y. H.; Sheu, M. S.; and Yao, G. C., “Residual Stress–Strain Relationship for Concrete After Exposure to High Temperatures,” Cement and Concrete Research, V. 36, No. 10, 2006, pp. 1999-2005. doi: 10.1016/j.cemconres.2006.05.02910.1016/j.cemconres.2006.05.029 ↗

9. Neves, I. C.; Rodrigues, J. P. C.; and Loureiro, A. P., “Mechanical Properties of Reinforcing and Prestressing Steels after Heating,” Journal of Materials in Civil Engineering, ASCE, V. 8, No. 4, 1996, pp. 189-194. doi: 10.1061/(ASCE)0899-1561(1996)8:4(189)10.1061/(ASCE)0899-1561(1996)8:4(189) ↗

10. Rafi, M. M., and Nadjai, A., “Analytical Behaviors of Steel and CFRP Reinforced Concrete Beams in Fire,” Journal of ASTM International, V. 7, No. 8, 2010, pp. 1-21.10.1520/JAI102641 ↗

11. Yaqub, M.; Bukhari, I. A.; and Ghani, U., “Assessment of Residual Strength Based on Estimated Temperature of Post-Heated RC Columns,” Mehran University Research Journal of Engineering & Technology, V. 32, No. 1, 2013, pp. 55-70.

12. Tao, Z.; Wang, X.-Q.; and Uy, B., “Stress-Strain Curves of Structural and Reinforcing Steels after Exposure to Elevated Temperatures,” Journal of Materials in Civil Engineering, ASCE, V. 25, No. 9, 2013, pp. 1306-1316. doi: 10.1061/(ASCE)MT.1943-5533.000067610.1061/(ASCE)MT.1943-5533.0000676 ↗

13. Kodur, V.; Dwaikat, M.; and Raut, N., “Macroscopic FE Model for Tracing the Fire Response of Reinforced Concrete Structures,” Engineering Structures, V. 31, No. 10, 2009, pp. 2368-2379. doi: 10.1016/j.engstruct.2009.05.01810.1016/j.engstruct.2009.05.018 ↗

14. Rafi, M. M.; Dahar, A. B.; Aziz, T.; and Lodi, S. H., “Elevated Temperature Testing of Thermo-Mechanically Treated Steel Bars,” Journal of Materials in Civil Engineering, ASCE, V. 32, No. 6, 2019. doi: 10.1061/(ASCE)MT.1943-5533.000320210.1061/(ASCE)MT.1943-5533.0003202 ↗

15. Gustaferro, A., and Martin, L. D., Design for Fire Resistance of Precast Prestressed Concrete, second edition, Prestressed Concrete Institute, Skokie, IL, 1988.

16. Dotreppe, J. C., “Mechanical Properties of Quenched and Self-Tempered Reinforcing Steel at Elevated Temperature Compared with Recommendation of Eurocode 2-Part 1–2,” Materials and Structures, V. 30, 1997, pp. 430-438. doi: 10.1007/BF0249856710.1007/BF02498567 ↗

17. Buchanam, A. H., Structural Design for Fire Safety, Wiley & Sons, Inc., Hoboken, NJ, 2002. 421 pp.

18. Felicetti, R.; Gambarova, P. G.; and Meda, A., “Residual Behavior of Steel Rebars and R/C Sections after a Fire,” Construction and Building Materials, V. 23, No. 12, 2009, pp. 3546-3555. doi: 10.1016/j.conbuildmat.2009.06.05010.1016/j.conbuildmat.2009.06.050 ↗

19. Raj, H., “Effect of Heat on Thermo-Mechanically Treated Reinforcing Steel Bars,” master’s thesis, Indian Institute of Technology, Kanpur, India, 2009.

20. ASTM A615/A615M-05a, “Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement,” ASTM International, West Conshohocken, PA, 2005.

21. Smith, C. I.; Kirby, B. R.; Lapwood, D. G.; Cole, K. J.; Cunningham, A. P.; and Preston, R. R., “The Reinstatement of Fire Damaged Steel Framed Structures,” Fire Safety Journal, V. 4, No. 1, 1981, pp. 21-62. doi: 10.1016/0379-7112(81)90004-710.1016/0379-7112(81)90004-7 ↗

22. ASTM E384-11e1, “Standard Test Method for Knoop and Vickers Hardness of Materials,” ASTM International, West Conshohocken, PA, 2011.

23. ASTM E8/E8M-21, “Standard Test Methods for Tension Testing of Metallic Materials,” ASTM International, West Conshohocken, PA, 2021.

24. Hassoun, M. N., and Al-Manaseer, A., Structural Concrete: Theory and Design, Wiley & Sons, Inc., Hoboken, NJ, 2008.

25. Basu, P. C.; Shylamoni, P.; and Roshan, A. D., “Characterisation of Steel Reinforcement for RC Structures: An Overview and Related Issues,” Indian Concrete Journal, V. 78, No. 1, 2004, pp. 19-30.

26. Kan, M.; Peppler, W.; and Stueck, G., High Strength Steel, Patent Application Publication, 2006.

27. Callister, W. D., and Rethwisch, D. G., Fundamentals of Materials Science and Engineering, Wiley & Sons, Inc., Hoboken, NJ, 2003.

28. Avner, S. H., Introduction to Physical Metallurgy, McGraw-Hill, New York, 1964.

29. Trejo, D., and Monteiro, P. J., “Corrosion Performance of Conventional (ASTM A615) and Low-Alloy (ASTM A706) Reinforcing Bars Embedded in Concrete and Exposed to Chloride Environments,” Cement and Concrete Research, V. 35, No. 3, 2005, pp. 562-571. doi: 10.1016/j.cemconres.2004.06.00410.1016/j.cemconres.2004.06.004 ↗

30. BSI 4449, “Specification for Carbon Steel Bars for Reinforcement of Concrete,” British Standards Institution, London, UK, 1997.

31. Fonstein, N., Advanced High Strength Sheet Steels: Physical Metallurgy, Design, Processing, and Properties, Springer, Cham, Switzerland, 2015.10.1007/978-3-319-19165-2 ↗

32. Dolzhenkov, I. E., The Nature of Blue Brittleness of Steel, Dnepropetrovsk Metallurgical Institute, pp. 42-47, 1971.

33. French, H. J., “Effect of Temperature, Deformation, and Rate of Loading on the Tensile Properties of Low-Carbon Steel below the Thermal Critical Range,” Technologic Papers of the Bureau of Standards, V. 16, 1922, pp. 679-725. doi: 10.6028/nbst.645310.6028/nbst.6453 ↗

34. Raj, H.; Saraf, A.; Sangal, S.; and Misra, S., “Residual Properties of TMT Steel Bars after Exposure to Elevated Temperatures,” Journal of Materials in Civil Engineering, ASCE, V. 28, No. 2, 2016, p. 04015098. doi: 10.1061/(ASCE)MT.1943-5533.000135010.1061/(ASCE)MT.1943-5533.0001350 ↗

35. Hertz, K. D., “Reinforcement Data for Fire Safety Design,” Magazine of Concrete Research, V. 56, No. 8, 2004, pp. 453-459. doi: 10.1680/macr.2004.56.8.45310.1680/macr.56.8.453.49449 ↗

36. Saafi, M., “Effect of Fire on FRP Reinforced Concrete Members,” Composite Structures, V. 58, No. 1, 2002, pp. 11-20. doi: 10.1016/S0263-8223(02)00045-410.1016/S0263-8223(02)00045-4 ↗

37. Nikolaou, J., and Papadimitriou, G. D., “Microstructures and Mechanical Properties after Heating of Reinforcing 500 MPa Class Weldable Steels Produced by Various Processes (Tempcore, Microalloyed with Vanadium and Work-Hardened),” Construction and Building Materials, V. 18, No. 4, 2004, pp. 243-254. doi: 10.1016/j.conbuildmat.2004.01.00110.1016/j.conbuildmat.2004.01.001 ↗

38. Xu, Z. J., “Experimental Research on Material Characteristic and Life Pre-Estimate and Repairing of Reinforcing Concrete Structure after Fire,” PhD thesis, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, China, 2005. (in Chinese)

39. Zhao, J.; Du, X. L.; Wang, R. Y.; and Zhang, C. J., “Post-Fire Mechanical Properties of HPB235 Bars,” Henan Build. Materials, V. 8, No. 6, 2006, pp. 43-44. (in Chinese)

40. Unluoglu, E.; Topcu, I. B.; and Yalaman, B., “Concrete Cover Effect on Reinforced Concrete Steel Bars Exposed to High Temperatures,” Construction and Building Materials, V. 21, No. 6, 2007, pp. 1155-1160. doi: 10.1016/j.conbuildmat.2006.11.01910.1016/j.conbuildmat.2006.11.019 ↗

41. Topçu, I. B., and Karakurt, C., “Properties of Reinforced Concrete Steel Rebars Exposed to High Temperatures,” Research Letters in Materials Science, 2008, p. 4. doi: 10.1155/2008/81413710.1155/2008/814137 ↗

42. Elghazouli, A. Y.; Cashell, K. A.; and Izzuddin, B. A., “Experimental Evaluation of the Mechanical Properties of Steel Reinforcement at Elevated Temperature,” Fire Safety Journal, V. 44, No. 6, 2009, pp. 909-919. doi: 10.1016/j.firesaf.2009.05.00410.1016/j.firesaf.2009.05.004 ↗

43. Wu, H. C.; Wang, Q. F.; Xu, Y. Y.; Yang, Y. X.; and Luo, Y., “Experimental Research on Mechanics Performance of HRB500 Grade Steel Bars after High Temperature,” J. Huaqiao University, V. 30, No. 4, 2009, pp. 432-435. (in Chinese)

44. Wang, Q. F.; Wu, H. C.; Xu, Y. Y.; Yang, Y. X.; and Huo, Z. Y., “Experimental Research on Material Properties of HRBF500 after High Temperature,” Journal of Building Structures, V. 32, No. 2, 2011, pp. 120-125.

45. Qiang, X.; Bijlaard, F. S. K.; and Kolstein, H., “Post-Fire Mechanical Properties of High Strength Structural Steels S460 and S690,” Engineering Structures, V. 35, 2012, pp. 1-10. doi: 10.1016/j.engstruct.2011.11.00510.1016/j.engstruct.2011.11.005 ↗

46. Lee, J.; Engelhardt, M. D.; and Taleff, E. M., “Mechanical Properties of ASTM A992 Steel after Fire,” Engineering Journal (New York), V. 49, No. 1, 2012, pp. 33-44.10.62913/engj.v49i1.1222 ↗

47. Maraveas, C.; Fasoulakis, Z. C.; and Tsavdaridis, K. D., “Mechanical Properties of High and Very High Steel at Elevated Temperatures and after Cooling Down,” Fire Science Reviews, V. 6, No. 3, 2017, pp. 1-13.10.1186/s40038-017-0017-6 ↗

48. Shen, R.; Rong, K.; and Feng, L. Y., “Mechanical Properties of Reinforcing Bars after Exposure to Elevated Temperatures or Fire,” Build. Sci. Res. Sichuan, V. 17, No. 2, 1991, pp. 5-9. (in Chinese)