Publication Cover
Structure and Infrastructure Engineering
Maintenance, Management, Life-Cycle Design and Performance
Volume 13, 2017 - Issue 10
940
Views
39
CrossRef citations to date
0
Altmetric
Original Articles

Investigating correlations between crack width, corrosion level and anchorage capacity

ORCID Icon, ORCID Icon, ORCID Icon & ORCID Icon
Pages 1294-1307 | Received 31 May 2016, Accepted 18 Oct 2016, Published online: 27 Dec 2016

References

  • Almusallam, A. A. (2001). Effect of degree of corrosion on the properties of reinforcing steel bars. Construction and Building Materials, 15, 361–368. doi:10.1016/S0950-0618(01)00009-5
  • Almusallam, A. A., & Al-gahtani, A. S. (1996). Effect of reinforcement corrosion on bond strength. Construction and building Materials, 10, 123–129.
  • Al-Sulaimani, G. J., Kaleemullah, M., Basunbul, I. A., & Rasheeduzzafar (1990). Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members. ACI Structural Journal, 87, 220–231. Retrieved from https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&ID=2732
  • Andrade, C., & Alonso, C. (2004). Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method. Materials and Structures, 37, 623–643. doi:10.1007/BF02483292
  • 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. doi:10.1007/BF02472805.
  • Andrade, C., Cesetti, A., Mancini, G., & Tondolo, F. (2016). Estimation of corrosion attack in reinforced concrete by means of crack opening. Structural Concrete. Accepted Author Manuscript. doi:10.1002/suco.201500114
  • Apostolopoulos, C. A., Demis, S., & Papadakis, V. G. (2013). Chloride-induced corrosion of steel reinforcement – Mechanical performance and pit depth analysis. Construction and Building Materials, 38, 139–146. doi:10.1016/j.conbuildmat.2012.07.087
  • ASTM Standard G46-76. (1993). Standard practice for examination and evaluation of pitting corrosion.
  • ASTM Standard G1. (2011). Standard practice for preparing, cleaning, and evaluating corrosion test specimens.
  • Azad, A. K., Ahmad, S., & Azher, S. A. (2007). Residual strength of corrosion-damaged reinforced concrete beams. ACI Materials Journal, 104, 40–47.
  • Berra, M., Castellani, A., & Coronelli, D. (1997). Bond in reinforced concrete and corrosion of bars. Proceedings of the 7th international conference on structural faults and repair, Volume II: Concrete and composites.
  • Berra, M., Castellani, A., Coronelli, D., Zanni, S., & Zhang, G. (2003). Steel-concrete bond deterioration due to corrosion: Finite-element analysis for different confinement levels. Magazine of Concrete Research, 55, 237–247. doi:10.1680/macr.55.3.237.37574
  • Bertolini, L. (2008). Steel corrosion and service life of reinforced concrete structures. Structure and Infrastructure Engineering, 4, 123–137. doi:10.1080/15732470601155490
  • Bhargava, K., Ghosh, A. K., Mori, Y., & Ramanujam, S. (2008). Suggested empirical models for corrosion-induced bond. Journal of Structural Engineering, 134, 221–230.10.1061/(ASCE)0733-9445(2008)134:2(221)
  • Biondini, F., & Vergani, M. (2014). Deteriorating beam finite element for nonlinear analysis of concrete structures under corrosion. Structure and Infrastructure Engineering, 11, 519–532. doi:10.1080/15732479.2014.951863
  • Cabrera, J. G. (1996). Deterioration of concrete due to reinforcement steel corrosion. Cement and Concrete Composites, 18, 47–59. doi:10.1016/0958-9465(95)00043-7
  • Cairns, J., & Millard, S. (1999). Reinforcement corrosion and its effect on residual strength of concrete structures. Proceedings of the 8th international conference on structure faults and repair, Edinburg, UK.
  • CEB. (2000). Bond in concrete. Bulletin 10.
  • CEB. (1998). Strategies for testing and assessment of concrete structure. Bulletin 243.
  • Clark, L. A., & Saifullah, M. (1994). Effect of corrosion rate on the bond strength of corroded reinforcement. In R. N. Swamy (Ed.), Corrosion and corrosion protection of steel in concrete (pp. 591–602). Sheffield: Sheffield Academic Press.
  • Coronelli, D. (2006). Condition rating for the evaluation of the safety of corroding RC structures. Proceedings of the 11th international conference on structure, faults and repair. Edinburgh, UK.
  • Coronelli, D. (2007). Condition rating of RC structures: A case study. Journal of Building Appraisal, 3, 29–51.10.1057/palgrave.jba.2950057
  • Coronelli, D., Zandi, K., Lundgren, K., & Rossi, E. (2011). Severely corroded reinforced concrete with cover cracking: Part 1. Crack initiation and propagation. RILEM Book series, 5, 195–205.
  • Coronelli, D., Zandi, K., & Lundgren, K. (2013). Severely corroded RC with cover cracking. Journal of Structural Engineering, 139, 221–232. doi:10.1061/(ASCE)ST.1943-541X.0000633
  • Dang, V. H., & François, R. (2013). Influence of long-term corrosion in chloride environment on mechanical behaviour of RC beam. Engineering Structures, 48, 558–568. doi:10.1016/j.engstruct.2012.09.021
  • Dang, V. H., & François, R. (2014). Prediction of ductility factor of corroded reinforced concrete beams exposed to long term aging in chloride environment. Cement and Concrete Composites, 53, 136–147. doi:10.1016/j.cemconcomp.2014.06.002
  • Du, Y. G., Clark, L. A., & Chan, A. H. C. (2005). Effect of corrosion on ductility of reinforcing bars. Magazine of Concrete Research, 57, 407–419.10.1680/macr.2005.57.7.407
  • Fang, C., Lundgren, K., Chen, L., & Zhu, C. (2004). Corrosion influence on bond in reinforced concrete. Cement and Concrete Research, 34, 2159–2167. doi:10.1016/j.cemconres.2004.04.006
  • Fernandez, I., Bairán, J. M., & Marí A. R. (2015). Corrosion effects on the mechanical properties of reinforcing steel bars. Fatigue and σ–ε behavior. Construction and Building Materials, 101, 772–783. doi:10.1016/j.conbuildmat.2015.10.139
  • Fernandez, I., Bairán, J. M., & Marí, A. R. (2016a). 3D FEM model development from 3D optical measurement technique applied to corroded steel bars. Construction and Building Materials, 124, 519–532. doi:10.1016/j.conbuildmat.2016.07.133
  • Fernandez, I., Bairán, J. M., & Marí, A. R. (2016b). Mechanical model to evaluate steel reinforcement corrosion effects on σ–ε and fatigue curves. Engineering Structures, 118, 320–333. doi:10.1016/j.engstruct.2016.03.055
  • Fernandez, I., Herrador, M. F., Marí, A. R., & Bairán, J. M. (2016, December). Structural effects of steel reinforcement corrosion on statically indeterminate reinforced concrete members. Materials and Structures, 49, 4959–4973. doi:10.1617/s11527-016-0836-2.
  • Fib Model Code. (2010). Model code 2010 (Vol. 1). Lausanne: International Federation for Structural Concrete.
  • Fischer, C., & Ožbolt, J. (2013, March). An appropriate indicator for bond strength degradation due to reinforcement corrosion. In J. G. M. Van Mier, G. Ruiz, C. Andrade, R. C. Yu, & X. X. Zhang (Eds.), Proceedings of the 8th international conference on fracture mechanics of concrete and concrete structures (FraMCoS) (pp. 1828–1835). Toledo, Spain.
  • Folić, R., & Zenunović, D. (2010). Durability problem of RC structures in Tuzla industrial zone – Two case studies. Engineering Structures, 32, 1846–1860. doi:10.1016/j.engstruct.2010.03.004
  • Frolund, T., & Sorensen, R. (2007). Corrosion monitoring in concrete structures. In Sustainable bridges – Assessment for future traffic demands and longer lives (pp. 2011–2018).
  • Jirsa, J. O., Chen, W., Grant, D. B., & Elizondo, R. (1995, December). Development of bundled reinforcing steel. Research Report 1363-2F. Austin: University of Texas at Austin.
  • Koch, G. H., Brongers, M. P. H., Thompson, N. G., Virmani, Y. P., & Payer, J. H. (2002). Corrosion costs and preventive strategies in the United States. Summary, 1–12. FHWA-RD-01-156
  • Law, D., Du, Y., & Cairns, J. (2008). Structural performance of corrosion-damaged concrete beams. Magazine of Concrete Research, 60, 359–370. doi:10.1680/macr.2007.00102
  • Lee, H.-S., Noguchi, T., & Tomosawa, F. (2002). Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion. Cement and Concrete Research, 32, 1313–1318. doi:10.1016/S0008-8846(02)00783-4
  • Lundgren, K. (2005). Bond between ribbed bars and concrete. Part 2: The effect of corrosion. Magazine of Concrete Research, 57, 383–395.10.1680/macr.2005.57.7.383
  • Lundgren, K. (2007). Effect of corrosion on the bond between steel and concrete: An overview. Magazine of Concrete Research, 59, 447–461. doi:10.1680/macr.2007.59.6.447
  • Lundgren, K., Tahershamsi, M., Zandi, K., & Plos, M. (2015). Tests on anchorage of naturally corroded reinforcement in concrete. Materials and Structures, 48, 2009–2022. doi:10.1617/s11527-014-0290-y
  • Mancini, G., Tondolo, F., Iuliano, L., & Minetola, P. (2014). Local reinforcing bar damage in r.c. members due to accelerated corrosion and loading. Construction and Building Materials, 69, 116–123. doi:10.1016/j.conbuildmat.2014.07.011
  • Molina, F. J., Alonso, C., & Andrade, C. (1993). Cover cracking as a function of rebar corrosion: Part 2: Numerical model. Materials and Structures, 26, 532–548.10.1007/BF02472864
  • Ou, Y.-C., Susanto, Y. T. T., & Roh, H. (2016). Tensile behavior of naturally and artificially corroded steel bars. Construction and Building Materials, 103, 93–104. doi:10.1016/j.conbuildmat.2015.10.075
  • Rodriguez, J., Ortega, L. M., & Garda, A. M. (1994, July). Assessment of structural elements with corroded reinforcement. In Proceedings of international conference corrosion and corrosion protection of steel in concrete (Vol. 1, pp. 172–185). Sheffield: University of Sheffield.
  • Sæther, I. (2010). Structural behaviour of deteriorated and retrofitted concrete structures. (PhD thesis). Norwegian University of Science and Technology, Trondheim, Norway.
  • Sæther, I. (2011). Bond deterioration of corroded steel bars in concrete. Structure and Infrastructure Engineering, 7, 415–429. doi:10.1080/15732470802674836
  • Sistonen, E., Cwirzen, A., & Puttonen, J. (2008). Corrosion mechanism of hot-dip galvanised reinforcement bar in cracked concrete. Corrosion Science, 50, 3416–3428. doi:10.1016/j.corsci.2008.08.050
  • Tahershamsi, M. (2016). Structural effects of reinforcement corrosion in concrete structures. (PhD thesis). Chalmers University of Technology, Gothenburg, Sweden.
  • Tahershamsi, M., Zandi, K., Lundgren, K., & Plos, M. (2014). Anchorage of naturally corroded bars in reinforced concrete structures. Magazine of Concrete Research, 66, 729–744. doi:10.1680/macr.13.00276
  • Tang, F., Lin, Z., Chen, G., & Yi, W. (2014). Three-dimensional corrosion pit measurement and statistical mechanical degradation analysis of deformed steel bars subjected to accelerated corrosion. Construction and Building Materials, 70, 104–117. doi:10.1016/j.conbuildmat.2014.08.001
  • Tang, L., & Malmberg, B. (2006). Assessment of reinforcement corrosion in a concrete highway tunnel. In Proceedings of the international conference on concrete repair, rehabilitation and retrofitting (pp. 153–154). Cape Town, South Africa.
  • Torres-Acosta, A. A., & Martnez-Madrid, M. (2003). Residual life of corroding reinforced concrete structures in marine environment. Journal of Materials in Civil Engineering, 15, 344–353. doi:10.1061/(ASCE)0899-1561(2003) 15:4(344)
  • Val, D. V., Stewart, M. G., & Melchers, R. E. (1998). Effect of reinforcement corrosion on reliability of highway bridges. Engineering Structures, 20, 1010–1019. doi:10.1016/S0141-0296(97)00197-1
  • Wang, X., & Liu, X. (2004). Bond strength modeling for corroded reinforcement in reinforced concrete. Structural Engineering and Mechanics, 17, 863–878.10.12989/sem.2004.17.6.863
  • Wang, X., Zhang, W., Gu, X., & Dai, H. (2013). Determination of residual cross-sectional areas of corroded bars in reinforced concrete structures using easy-to-measure variables. Construction and Building Materials, 38, 846–853. doi:10.1016/j.conbuildmat.2012.09.060
  • Yu, L., François, R., Hiep, V., Hostis, V.L., & Gagné, R. (2015). Distribution of corrosion and pitting factor of steel in corroded RC beams. Construction and Building Materials, 95, 384–392. doi:10.1016/j.conbuildmat.2015.07.119
  • Yunovich, M., Yunovich, N.G., Balvanyos, T., & Lave, L. (2001). Corrosion cost and preventive strategies in the United States – Appendix D: Highway bridges (Report FHWA-RD-01-157). Washington, DC: Federal Highway Administration.
  • Zandi, K. (2010). Structural behaviour of deteriorated concrete structures. (PhD thesis). Chalmers University of Technology, Gothenburg, Sweden.
  • Zandi, K., & Coronelli, D. (2010). Anchorage capacity of corroded reinforcement: eccentric pull-out tests on beam-end specimens ( Report No. 2010-06). Department of Civil and Environmental Engineering, Chalmers University of Technology, Göteborg, Sweden & Dipartimento di Ingegneria Strutturale, Politecnico di Milano, Milan, Italy.
  • Zandi, K., Coronelli, D., & Lundgren, K. (2011). Bond capacity of severely corroded bars with corroded stirrups. Magazine of Concrete Research, 63, 953–968.10.1680/macr.10.00200
  • Zhu, W., & François, R. (2016). Prediction of the residual load-bearing capacity of naturally corroded beams using the variability of tension behaviour of corroded steel bars. Structure and Infrastructure Engineering, 12, 143–158. doi:10.1080/15732479.2014.996165

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.