Experimental investigation of the spatial variability of the steel weight loss and corrosion cracking of reinforced concrete members: novel X-ray and digital image processing techniques

References

• Akiyama, M., & Frangopol, D. M. (2013). Estimation of steel weight loss due to corrosion in RC members used on digital image processing of X-ray photogram. In A. Strauss, D. M. Frangopol, & K. Bergmeister (Eds.), Life-cycle and sustainability of civil infrastructure systems (pp. 1885–1891). London: CRC Press/Balkema, Taylor & Francis Group plc.
   Google Scholar
• Akiyama, M., & Frangopol, D. M. (2014). Long-term seismic performance of RC structures in an aggressive environment: Emphasis on bridge piers. Structure and Infrastructure Engineering, 10, 865–879.10.1080/15732479.2012.761246
   Web of Science ®Google Scholar
• Akiyama, M., Frangopol, D. M., & Yoshida, I. (2010). Time-dependent reliability analysis of existing RC structures in a marine environment using hazard associated with airborne chlorides. Engineering Structures, 32, 3768–3779.10.1016/j.engstruct.2010.08.021
   Web of Science ®Google Scholar
• Alonso, C., Andrade, C., Rodriguez, J., & Diez, J. M. (1998). Factors controlling cracking of concrete affected by reinforcement corrosion. Materials and Structures, 31, 435–441.10.1007/BF02480466
   Web of Science ®Google Scholar
• Andrade, C., Alonso, C., & Molina, F. J. (1993). Cover cracking as a function of bar corrosion: Part I – Experimental test. Materials and Structures, 26, 453–464.10.1007/BF02472805
   Web of Science ®Google Scholar
• Ann, K. Y., & Song, H.-W. (2007). Chloride threshold level for corrosion of steel in concrete. Corrosion Science., 49, 4113–4133.10.1016/j.corsci.2007.05.007
   Web of Science ®Google Scholar
• Beck, M., Goebbels, J., Burkert, A., Isecke, B., & Babler, R. (2010). Monitoring of corrosion processes in chloride contaminated mortar by electrochemical measurement and X-ray tomography. Materials and Corrosion, 61, 475–479.
   Web of Science ®Google Scholar
• Coronelli, D., & Gambarova, P. (2004). Structural Assessment of corroded reinforced concrete beams: Modeling guidelines. Journal of Structural Engineering, 130, 1214–1224.10.1061/(ASCE)0733-9445(2004)130:8(1214)
   Web of Science ®Google Scholar
• Marsh, P. S., & Frangopol, D. M. (2008). Reinforced concrete bridge deck reliability model incorporating temporal and spatial variations of probabilistic corrosion rate sensor data. Reliability Engineering & System Safety, 93, 394–409.
   Web of Science ®Google Scholar
• Media Cybernetics, Inc. (2012). Image-Pro Plus version 7.0 for Windows, start-up guide. Rockville, MD: Media Cybernetics.
   Google Scholar
• Mori, Y., & Ellingwood, B. R. (1993). Reliability‐based service‐life assessment of aging concrete structures. Journal of Structural Engineering, 119, 1600–1621.10.1061/(ASCE)0733-9445(1993)119:5(1600)
   Web of Science ®Google Scholar
• Otsuki, N., Miyazato, S.-I., Diola, N., & Suzuki, H. (2000). Influences of bending crack and water–cement ratio on chloride-induced corrosion of main reinforcing bars and stirrups. ACI Material Journal, 97, 454–464.
   Web of Science ®Google Scholar
• Palsson, R., & Mirza, M. S. (2002). Mechanical response of corroded steel reinforcement of abandoned concrete bridge. ACI Structural Journal, 99, 157–162.
   Web of Science ®Google Scholar
• Shimomura, T., Saito, S., Takahashi, R., & Shiba, A. (2011). Modelling and nonlinear FE analysis of deteriorated existing concrete structures based on inspection. In C. Andrade & G. Mancini (Eds.), Modelling of corroding concrete structures, RILEM Bookseries 5 (pp. 259–272). Dordrecht, Heidelberg, London, New York: Springer.10.1007/978-94-007-0677-4
   Google Scholar
• Stewart, M. G. (2004). Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure. Structural Safety, 26, 453–470.10.1016/j.strusafe.2004.03.002
   Web of Science ®Google Scholar
• Stewart, M. G. (2009). Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams. Structural Safety, 31, 19–30.10.1016/j.strusafe.2007.12.001
   Web of Science ®Google Scholar
• Stewart, M. G., & Al-Harthy, A. (2008). Pitting corrosion and structural reliability of corroding RC structures, experimental data and probabilistic analysis. Reliability Engineering System and Safety, 93, 273–382.
   Web of Science ®Google Scholar
• Stewart, M. G., & Mullard, J. A. (2007). Spatial time-dependent reliability analysis of corrosion damage and the timing of first repair for RC structures. Engineering Structures, 29, 1457–1464.10.1016/j.engstruct.2006.09.004
   Web of Science ®Google Scholar
• Torres-Acosta, A. A., Navarro-Gutierrez, S., & Terán-Guillén, J. (2007). Residual flexure capacity of corroded reinforced concrete beams. Engineering Structures, 29, 1145–1152.10.1016/j.engstruct.2006.07.018
   Web of Science ®Google Scholar
• Trejo, D. & Pillai, R. G. (2004). Accelerated chloride threshold testing – Part II: Corrosion resistant reinforcement. ACI Materials Journal, 101, 57–64.
   Web of Science ®Google Scholar
• Val, D. V. (2007). Deterioration of strength of RC beams due to corrosion and its influence on beam reliability. Journal of Structural Engineering, 133, 1297–1306.10.1061/(ASCE)0733-9445(2007)133:9(1297)
   Web of Science ®Google Scholar
• Vidal, T., Castel, A., & François, R. (2004). Analyzing crack width to predict corrosion in reinforced concrete. Cement and Concrete Research, 34, 165–174.10.1016/S0008-8846(03)00246-1
   Web of Science ®Google Scholar
• Vu, K., Stewart, M. G., & Mullard, J. (2005). Corrosion-induced cracking: Experimental data and predictive models. ACI Structural Journal, 102, 719–726.
   Web of Science ®Google Scholar
• Yamamoto, T., Oyado, M., Mikata, Y., Kobayashi, K., and Shimomura, T. (2011). Systematic laboratory test on structural performance of corroded reinforced concrete and its utilization in practice. In C. Andrade & G. Mancini (Eds.), Modelling of corroding concrete structures, RILEM Bookseries 5 (pp. 113–124). Dordrecht, Heidelberg, London, New York: Springer.10.1007/978-94-007-0677-4
   Google Scholar
• Zhang, R., Castel, A., & François, R. (2010). Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process. Cement and Concrete Research, 40, 415–425.10.1016/j.cemconres.2009.09.026
   Web of Science ®Google Scholar