Skip to main content
Log in

Research on the Fatigue Flexural Performance of RC Beams Attacked by Salt Spray

  • Published:
China Ocean Engineering Aims and scope Submit manuscript

Abstract

The fatigue flexural performance of RC beams attacked by salt spray was studied. A testing method involving electro osmosis, electrical accelerated corrosion and salt spray was proposed. This corrosion process method effectively simulates real-world salt spray and fatigue loading exerted by RC components on sea bridges. Four RC beams that have different stress amplitudes were tested. It is found that deterioration by corrosion and fatigue loading reduces the fatigue life of the RC and decreases the ability of deformation. The fatigue life and deflection ability could be reduced by increasing the stress amplitude and the corrosion duration time. The test result demonstrates that this experimental method can couple corrosion deterioration and fatigue loading reasonably. This procedure may be applied to evaluate the fatigue life and concrete durability of RC components located in a natural salt spray environment.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • ACI Committee 215, 1974. Considerations for Design of Concrete Structures Subjected to Fatigue Loading, ACI 215R-74 (Revised 1992/Reapproved 1997), Farmington Hill, MI.

    Google Scholar 

  • Ahn, W. and Reddy, D.V., 2001. Galvanostatic testing for the durability of marine concrete under fatigue loading, Cement and Concrete Research, 31(3), 343–349.

    Article  Google Scholar 

  • Al-Hammoud, R., Soudki, K. and Topper, T.H., 2010. Bond analysis of corroded reinforced concrete beams under monotonic and fatigue loads, Cement and Concrete Composites, 32(3), 194–203.

    Article  Google Scholar 

  • Al-Hammoud, R., Soudki, K. and Topper, T.H., 2011. Fatigue flexural behavior of corroded reinforced concrete beams repaired with CFRP sheets, Journal of Composites for Construction, 15(1), 42–51.

    Article  Google Scholar 

  • Andrade, C., Alonso, C. and Sarría, J., 2002. Corrosion rate evolution in concrete structures exposed to the atmosphere, Cement and Concrete Composites, 24(1), 55–64.

    Article  Google Scholar 

  • Ballim, Y., Reid, J.C. and Kemp, A.R., 2001. Deflection of RC beams under simultaneous load and steel corrosion, Magazine of Concrete Research, 53(3), 171–181.

    Article  Google Scholar 

  • Chen, D. and Mahadevan, S., 2008. Chloride-induced reinforcement corrosion and concrete cracking simulation, Cement and Concrete Composites, 30(3), 227–238.

    Article  Google Scholar 

  • Coronelli, D., Hanjari, K.Z. and Lundgren, K., 2013. Severely corroded RC with cover cracking, Journal of Structural Engineering, 139(2), 221–232.

    Article  Google Scholar 

  • Fernandez, I., Bairán, J.M. and 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.

    Article  Google Scholar 

  • Higgins, C. and Farrow III, W.C., 2006. Tests of reinforced concrete beams with corrosion-damaged stirrups, ACI Structural Journal, 103(1), 133–141.

    Google Scholar 

  • Jaffer, S.J. and Hansson, C.M., 2009. Chloride-induced corrosion products of steel in cracked-concrete subjected to different loading conditions, Cement and Concrete Research, 39(2), 116–125.

    Article  Google Scholar 

  • Masoud, S., Soudki, K. and Topper, T., 2001. CFRP-strengthened and corroded RC beams under monotonic and fatigue loads, Journal of Composites for Construction, 5(4), 228–236.

    Article  Google Scholar 

  • Minh, H., Mutsuyoshi, H. and Niitani, K., 2007. Influence of grouting condition on crack and load-carrying capacity of post-tensioned concrete beam due to chloride-induced corrosion, Construction and Building Materials, 21(7), 1568–1575.

    Article  Google Scholar 

  • Ministry of Housing and Urban-Rural Construction of the People’s Republic of China, 2010. Standard for Test Methods of Long-term Performance and Durability of Ordinary Concrete, GB/T 50082-2009, China Architecture & Building Press, Beijing. (in Chinese)

    Google Scholar 

  • Muthulingam, S. and Rao, B.N., 2014. Non-uniform time-to-corrosion initiation in steel reinforced concrete under chloride environment, Corrosion Science, 82, 304–315.

    Article  Google Scholar 

  • Oh, B.H. and Jang, B.S., 2003. Chloride diffusion analysis of concrete structures considering effects of reinforcements, ACI Materials Journal, 100(2), 143–149.

    Google Scholar 

  • Song, L. and Yu, Z.W., 2015. Fatigue performance of corroded reinforced concrete beams strengthened with CFRP sheets, Construction and Building Materials, 90, 99–109.

    Article  Google Scholar 

  • Val, D.V., Chernin, L. and Stewart, M.G., 2009. Experimental and numerical investigation of corrosion-induced cover cracking in reinforced concrete structures, Journal of Structural Engineering, 135(4), 376–385.

    Article  Google Scholar 

  • Wang, L., Li, C. and Yi, J., 2015. An experiment study on behavior of corrosion RC beams with different concrete strength, Journal of Coastal Research, Special Issue 73–Recent Developments of Port and Ocean Engineering, 259–264.

    Google Scholar 

  • Xia, J., Jin, W.L. and Li, L.Y., 2011. Shear performance of reinforced concrete beams with corroded stirrups in chloride environment, Corrosion Science, 53(5), 1794–1805.

    Article  Google Scholar 

  • Xia, N., Ren, Q.W., Liang, R.Y., Payer, J. and Patnaik, A., 2012. Nonuniform corrosion-induced stresses in steel-reinforced concrete, Journal of Engineering Mechanics, 138(4), 338–346.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Fang-yuan Xu.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Mao, Jh., Xu, Fy., Jin, Wl. et al. Research on the Fatigue Flexural Performance of RC Beams Attacked by Salt Spray. China Ocean Eng 32, 179–188 (2018). https://doi.org/10.1007/s13344-018-0019-8

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s13344-018-0019-8

Keywords

Navigation