PSI - Issue 64

Eric Williams et al. / Procedia Structural Integrity 64 (2024) 1573–1580 Williams, Annooz, and Myers / Structural Integrity Procedia 00 (2024) 000 – 000

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References

ACI Committee 222, 2019. Guide to protection of reinforcing steel in concrete against corrosion (ACI 222R-19), American Concrete Institute, Farmington Hills, MI. ACI Committee 408, 2003. Bond and development of straight reinforcing bars in tension (ACI 408R-03), American Concrete Institute, Farmington Hills, MI. Baena, M., Torres, L., Turon, A., & Barris, C., 2009. Experimental study of bond behaviour between concrete and FRP bars using a pull-out test. Composites Part B: Engineering, 40(8), 784 – 797. Broomfield, J. P., 2007. Corrosion of steel in concrete: Understanding, investigation and repair (2nd ed.). Taylor & Francis. RILEM, 1994. RC6: Bond test for reinforcement steel. Sec. 2. Pull-out test. In RILEM Recommendations for the Testing and Use of Constructions Materials, pp. 218 – 219, essay, RILEM. Yang, Q., & Wu, X., 1999. Factors influencing properties of phosphate cement-based binder for rapid repair of concrete, Cement and Concrete Research, 29(3), 389 – 396. Zhang, F., Myers, J.J., Liao, W., Hui, C., Ma, H. (2023). Investigation of corrosion mechanism of ribbed mild steel bars coated with magnesium potassium phosphate cement paste ,” Elsevier’s Construction and Building Materials, 371, pp 1-43. Ichinose, T., Kanayama, Y., Inoue, Y., & Bolander, J. E. (2004). Size effect on bond strength of deformed bars. Construction and Building Materials, 18(7), 549 – 558.