Evaluation Method of Tensile Behavior of Corroded Reinforcing Bars Considering Radius Loss
Source abstract
Abstract
The tensile behavior of plain round reinforcing bars corroded with various radius losses along their length is investigated experimentally and analytically. In the experiments, various corrosion topographies are simulated through accelerated electric corrosion tests using bare rebar specimens and different cathode arrangements. The tensile performance of the corroded specimens is then studied using a digital image processing method, showing that tensile degradation resulting from corrosion is closely related to radius loss variability. For the analysis, a numerical model based on the rigid body spring method incorporated with a truss network is proposed for the evaluation of tensile behavior in consideration of radius loss. Good agreement with the test data is obtained with the proposed model, which offers an accurate method of estimating the residual tensile capacity of corroded rebars.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete Corrosion and Durability · Corrosion Behavior and Inhibition · Structural Behavior of Reinforced Concrete
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Graduate School of Engineering, Nagoya University, Nagoya, Japan.
Department of Civil Engineering, Nagoya University, Nagoya, Japan.
References (27)
Show source-provided references
1. 1) Almusallam, A. A., (2001). “Effect of degree of corrosion on the properties of reinforcing steel bars.” Construction and Building Materials, 15, 361-368.10.1016/S0950-0618(01)00009-5 ↗
2. 2) Allam, I. M., Maslehuddin, M., Saricimen, H. and Al-Mana, A. I., (1994). “Influence of atmospheric corrosion on the mechanical properties of reinforcing steel.” Construction and Building Materials, 8(1), 35-41.10.1016/0950-0618(94)90006-X ↗
3. 3) Andrade, C., Alonso, C., Garcίa, D. and Rodriguez, J., (1991). “Remaining lifetime of reinforced concrete structures: effect of corrosion in the mechanical properties of the steel.” Symposium on Life Prediction of Corrodible Structures. Cambridge, UK: 12/1-12/11.
4. 4) Apostolopoulos, C. A. and Papadopoulos, M. P., (2007). “Tensile and low cycle fatigue behavior of corroded reinforcing steel bars S400.” Construction and Building Materials, 21, 855-864.10.1016/j.conbuildmat.2005.12.012 ↗
5. 5) Apostolopoulos, C. A., Demis, S. and Papadakis, V. G., (2013). “Chloride-induced corrosion of steel reinforcement - mechanical performance and pit depth analysis.” Construction and Building Materials, 38, 139-146.10.1016/j.conbuildmat.2012.07.087 ↗
6. 6) Cairns, J., Plizzari, G. A., Du, Y .G., Law, D. W. and Franzoni, C., (2005). “Mechanical properties of corrosion-damaged reinforcement.” ACI Material Journal, 102(4), 256-264.
7. 7) Dekoster, M., Buyle-Bodin, F., Maurel, O. and Delmas, Y., (2003). “Modelling of the flexural behavior of RC beams subjected to localized and uniform corrosion.” Engineering Structures, 25, 1333-1341.10.1016/S0141-0296(03)00108-1 ↗
8. 8) Du, Y. G., Clark, L. A. and Chan, A. H. C., (2005). “Residual capacity of corroded reinforcing bars.” Magazine of Concrete Research, 57(3), 135-147.10.1680/macr.2005.57.3.135 ↗
9. 9) JIS Z 2241, (2011). “Metallic materials-Tensile testing-Method of test at room temperature.” Tokyo: Japanese Standard Association, Z2241.
10. 10) JIS G 3112, (2010). “Steel bars for concrete reinforcement.” Tokyo: Japanese Standard Association, G3112.
11. 11) Kallias, A. N. and Rafiq, M. I., (2010). “Finite element investigation of the structural response of corroded RC beams.” Engineering Structures, 32, 2984-2994.10.1016/j.engstruct.2010.05.017 ↗
12. 12) Kirby, G. N., (1996). “The corrosion of carbon and low-alloy steels.” In: P.A. Schweitzer Ed. Corrosion Engineering Handbook. 2nd ed (3). Florid: CRC Press, 48.
13. 13) Lee, H. S. and Cho, Y. S., (2009). “Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion.” International Journal of Fracture, 157, 81-88.10.1007/s10704-009-9334-7 ↗
14. 14) Lundgren, K., (2002). “Modeling the effect of corrosion on bond in reinforced concrete.” Magazine of Concrete Research, 54(3), 165-173.10.1680/macr.2002.54.3.165 ↗
15. 15) Maslehuddin, M., Allam, I. M., Al-Sulaimani, G., Al-Mana, A. I. and Abduljauward, S. N., (1990). “Effect of rusting of reinforcing steel on its mechanical properties and bond with concrete.” ACI Material Journal, 87(5), 496-502.
16. 16) Moliton, A., (2007). “Basic electromagnetism and materials.” New York: Springer. 51-56.
17. 17) Morinaga, S., (1996). “Remaining life of reinforced concrete structures after corrosion cracking.” Durability of Building Materials and Components, C.Sjostrom, ed., E&FN Spon, London, 127-137.
18. 18) Nakamura, H., Srisoros, W., Yashiro, R. and Kunieda, M., (2006). “Time-dependent structural analysis considering mass transfer to evaluate deterioration process of RC structures.” Journal of Advanced Concrete Technology, 4(1), 147-158.10.3151/jact.4.147 ↗
19. 19) Palsson, R. and Mirza, M. S., (2002). “Mechanical response of corroded steel reinforcement of abandoned concrete bridge.” ACI Structural Journal, 99(2), 157-162.
20. 20) Papadopoulos, M. P., Apostolopoulos, C. A., Alexopoulos, N. D. and Pantelakis, S. G., (2007). “Effect of salt spray corrosion exposure on the mechanical performance of different technical class reinforcing steel bars.” Materials and Design, 28, 2318-2328.10.1016/j.matdes.2006.07.017 ↗
21. 21) Papadopoulos, M. P., Apostolopoulos, C. A., Zervaki, A. D. and Haidemenopoulos, G. N., (2011). “Corrosion of exposed rebars, associated mechanical degradation and correlation with accelerated corrosion tests.” Construction and Building Materials, 25, 337-374.10.1016/j.conbuildmat.2011.03.027 ↗
22. 22) Segerlind, L. J., (1984). “Applied finite element analysis.” 2nd ed. New York: John Wiley and Sons Press. 138-144.
23. 23) Sutton, M. A., Wolters, W. J., Peters, W. H., Ranson, W. F. and McNeill, S.R., (1983). “Determination of displacements using an improved digital correlation method.” Image and Vision Computing, 1(3), 133-139.10.1016/0262-8856(83)90064-1 ↗
24. 24) Tran, K. K., Nakamura, H., Kawamura, K. and Kunieda, M., (2011). “Analysis of crack propagation due to rebar corrosion using RBSM.” Cement and Concrete Composite, 33(9), 906-917.10.1016/j.cemconcomp.2011.06.001 ↗
25. 25) Wang, Y. H., Jiang, J. H., Wanintrudal, C., Du, C., Zhou, D., Smith, L. M. and Yang, L. X., (2010). “Whole field sheet-metal tensile test using digital image correlation.” Experimental Techniques, 34(2), 54-59.10.1111/j.1747-1567.2009.00483.x ↗
26. 26) Yamamoto, Y., Nakamura, H., Kuroda, I. and Furuya, N., (2008). “Analysis of compression failure of concrete by three-dimensional rigid body spring model.” Doboku Gakkai Ronbunshuu, 64(4), 612-630. (in Japanese).10.2208/jsceje.64.612 ↗
27. 27) Zhang, W. P., Song, X. B., Gu, X. L. and Li, S. B., (2012). “Tensile and fatigue behavior of corroded rebars.” Construction and Building Materials, 34, 409-417.10.1016/j.conbuildmat.2012.02.071 ↗