Technical Notes
May 19, 2014

Fatigue Behavior of Precorrosion Deformed Bars

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 9

Abstract

Fatigue tests were conducted on natural corrosion deformed bars. The specimens were taken from a temporarily halted construction project. A method of mass loss was adopted in this study. High-cycle low-amplitude fatigue tests were performed to failure using five levels of cyclical stress range. The fatigue life of medium-corrosion deformed bars reduces sharply compared to that of noncorrosion ones. The failure mechanism in fatigue is examined by using a scanning electron microscope (SEM). Results indicate that the loss in fatigue life comes at the expense of the number of cycles needed to initiate fatigue cracks and is attributed to pitting corrosion.

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Acknowledgments

This research was funded by the National Natural Science Foundation of China (Grant No. 51008182), the Shandong Province Young and Middle-Aged Scientists Research Awards Fund (Grant No. BS2011SF013), the China Postdoctoral Science Foundation (Grant No. 2012M511178), and the Program for Changjiang Scholars and Innovative Research Team in University (Grant No. IRT13075).
The authors would like to thank the reviewers and editors for their constructive comments to improve this paper. The authors would like to thank X. Zhang at Shandong Jianzhu Univ. for his strong support. The authors also thank their colleagues and students for providing support for this paper.

References

Apostolopoulos, C. A. (2007). “Mechanical behavior of corroded reinforcing steel bars S500s tempcore under low cycle fatigue.” Constr. Build. Mater., 21(7), 1447–1456.
Apostolopoulos, C. A., and Papadaopoulos, M. P. (2007). “Tensile and low cycle fatigue behavior of corroded reinforcing steel bars S400.” Constr. Build. Mater., 21(4), 855–864.
Cao, J. A., and Wen, Y. S. (1998). “Fatigue experimental study on corrosion reinforcement.” J. Changsha Railway Univ., 16(4), 15–18 (in Chinese).
GB/T. (2008). “Metallic materials—Fatigue testing—Axial force controlled method.” (in Chinese).
GB/T. (2009). “Standard for test methods of long-term performance and durability of ordinary concrete.”, Ministry of Housing and Urban-Rural Construction of the People’s Republic of China, Beijing, 64–66 (in Chinese).
Kashani, M. M., Crewe, A. J., and Alexander, N. A. (2013a). “Nonlinear cycle response of corrosion-damaged reinforcing bars with the effect of buckling.” Constr. Build. Mater., 41(1), 388–400.
Kashani, M. M., Crewe, A. J., and Alexander, N. A. (2013b). “Nonlinear stress-strain behaviour of corrosion-damaged reinforcing bars including inelastic buckling.” J. Eng. Struct., 48, 417–429.
Laman, T. A., and Nowak, A. S. (1996). “Fatigue-load models for girder bridges.” J. Struct. Eng., 726–733.
Li, H., Lan, C. M., Ju, Y., and Li, D. S. (2012). “Experimental and numerical study of the fatigue properties of corroded parallel wire cables.” J. Bridge. Eng., 211–220.
Li, S. B. (2007). “Flexural fatigue behavior and life prediction of corroded reinforced concrete beams.” Ph.D. thesis, Tongji Univ., Shanghai, China (in Chinese).
Li, S. B., Zhang, W. P., Gu, X. L., and Zhu, C. M. (2010). “Experimental study on fatigue properties of corrosion-accelerated steel bars.” J. China Railway Soc., 32(5), 93–97 (in Chinese).
Nakamura, S., and Suzumura, K. (2009). “Hydrogen embrittlement and corrosion fatigue of corroded bridge wires.” J. Constr. Steel Res., 65(2), 269–277.
Nakamura, S., and Suzumura, K. (2013). “Experimental study on fatigue strength of corroded bridge wires.” J. Bridge. Eng., 200–209.
Niwa, J., Maeda, S., and Okamura, H. (1985). “Proposed design equation for fatigue strength of deformed bars.” Proc., Japan Soc. Civ. Eng., 2(354), 101–111.
Rami, A. H., Jamil, A. A., Adil, A. T., Khalid, A., and Fadi, O. (2011). “Behavior of corroded steel reinforcing bars under monotonic and cycle loadings.” J. Mech. Adv. Mater. Struct., 18(3), 218–224.
Wang, H. C., Gong, J. X., and Qu, X. H. (2005). “An experimental study on the fatigue behavior of corroded RC beams.” J. China Civ. Eng., 38(11), 32–37, 101 (in Chinese).
Wu, J., Wang, C. X., Xu, J., Xiao, Z., and Wu, F. H. (2012). “Study on flexural fatigue behavior of corroded reinforced concrete beams under fatigue loads.” J. China Civ. Eng., 45(10), 118–124 (in Chinese).
Yi, W. J., and Sun, X. D. (2007). “Experimental investigation on the fatigue behavior of corroded RC beams.” J. China Civ. Eng., 40(3), 6–10 (in Chinese).
Zhang, W. P., Li, S. B., Gu, X. L., and Zhu, C. M. (2009). “Experiment on axial tensile fatigue of naturally corroded steel bar.” J. China Highway Transp., 22(2), 53–58 (in Chinese).
Zhang, W. P., Song, X. B., Gu, X. L., and Li, S. B. (2012). “Tensile and fatigue behavior of corroded rebars.” Constr. Build. Mater., 34(1), 409–417.
Zhao, S. C., Zhang, J. Q., Zuo, Z. W., and Liang, K. J. (2010). Yanhai diqu hunningtu qiaoliang naijiuxing pingjia yu fanghu, 1st Ed., China Communications Press, Beijing, 1–6 (in Chinese).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 9September 2014

History

Received: Oct 18, 2013
Accepted: Apr 3, 2014
Published online: May 19, 2014
Published in print: Sep 1, 2014
Discussion open until: Oct 19, 2014

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Authors

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Associate Professor, School of Civil Engineering, Shandong Provincial Key Laboratory of Appraisal and Retrofitting in Building Structures, Shandong Jianzhu Univ., Jinan 250101, People’s Republic of China; and Postdoctor, School of Materials Science and Engineering, Jiangsu Key Laboratory of Construction Materials, Southeast Univ., Nanjing 211189, People’s Republic of China (corresponding author). E-mail: [email protected]
Hongwei Tang [email protected]
Professor, School of Civil Engineering, Shandong Univ., Jinan 250061, People’s Republic of China. E-mail: [email protected]
Professor, School of Civil Engineering, Shandong Provincial Key Laboratory of Appraisal and Retrofitting in Building Structures, Shandong Jianzhu Univ., Jinan 250101, People’s Republic of China. E-mail: [email protected]
Professor, Academician of China National Engineering Research Institute, School of Materials Science and Engineering, Jiangsu Key Laboratory of Construction Materials, Southeast Univ., Nanjing 211189, People’s Republic of China. E-mail: [email protected]
Robert De Bold [email protected]
Visiting Researcher, Institute for Infrastructure and Environment, Univ. of Edinburgh, Edinburgh EH93J, Scotland, U.K. E-mail: [email protected]

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