Corrosion Assessment of Coupled Steel Reinforcement with Ni-Ti–Based Shape Memory Alloy in Simulated-Concrete Pore Solution
Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 8
Abstract
Though the mechanical properties of shape-memory alloys (SMAs) make them a promising material for reinforcement in concrete structures, their electrochemical behavior in concrete environments has not previously been studied. This study investigated the influence of galvanic coupling between a nickel-titanium (Ni-Ti)–based SMA and a low-carbon steel on their corrosion performance in simulated concrete pore solution. Three measurement cells were considered: SMA alone, low-carbon steel alone, and one with the coupled SMA and carbon steel. The specimens were immersed in the chloride-free pore solution for 20 days and then 3% by weight of NaCl was added to the solution. The specimens were then kept in the chloride-contaminated solution for 70 days. The corrosion resistances of the specimens were assessed by different electrochemical measurement techniques. The results of the electrochemical experiments showed a significant increase in corrosion activity of the coupled specimens compared with that for other measurement cells.
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Acknowledgments
This work was performed in the Corrosion Research Laboratory (CorRLab) at Clemson University. Support for this project was provided by the Glenn Department of Civil Engineering at Clemson University.
References
Abdulridha, A., Palermo, D., Foo, S., and Vecchio, F. J. (2013). “Behavior and modeling of superelastic shape memory alloy–reinforced concrete beams.” Eng. Struct., 49, 893–904.
Alam, M. S., Youssef, M. A., and Nehdi, M. (2008). “Analytical prediction of the seismic behaviour of superelastic shape memory alloy–reinforced concrete elements.” Eng. Struct., 30(12), 3399–3411.
Alam, M. S., Youssef, M. A., and Nehdi, M. (2010). “Exploratory investigation on mechanical anchors for connecting SMA bars to steel or FRP bars.” Mater. Struct., 43, 91–107.
Andrawes, B., Shin, M., and Wierschem, N. (2010). “Active confinement of reinforced concrete bridge columns using shape memory alloys.” J. Bridge Eng., 81–89.
ASTM. (2012). “Standard specification for wrought Nickel-Titanium shape memory alloys for medical devices and surgical implants.” ASTM F2063, West Conshohocken, PA.
ASTM. (2015). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement.” ASTM A615, West Conshohocken, PA.
Baboian, R., and Dean, S. D. (1990). Corrosion testing and evaluation: Silver anniversary volume, ASTM, Philadelphia.
Buehler, W., and Wiley, R. (1961). “The properties of TiNi and associated phases.” U.S. Naval Ordnance Laboratory, Silver Spring, MD.
Chang, L. C., and Read, T. A. (1951). “Plastic deformation and diffusionless phase changes in metals-the Gold-Cadmium beta phase.” AIME Trans., 189, 47–52.
Deng, Z., Li, Q., and Sun, H. (2006). “Behavior of concrete beam with embedded shape memory alloy wires.” Eng. Struct., 28(12), 1691–1697.
DesRoches, R., and Delemont, M. (2002). “Seismic retrofit of simply supported bridges using shape memory alloys.” Eng. Struct., 24(3), 325–332.
DesRoches, R., McCormick, J., and Delemont, M. (2004). “Cyclic properties of superelastic shape memory alloy wires and bars.” J. Struct. Eng., 38–46.
Fraker, A. C., Ruff, A. W., Sung, P., Van order, A. C., and Speck, K. M. (1983). Surface preparation and corrosion behavior of titanium alloys for surgical implants, H. A. Luckey, ed., ASTM, West Conshohocken, PA.
Heravi, F., Mokhber, N., and Shayan, E. (2014). “Galvanic corrosion among different combination of orthodontic archwires and stainless steel brackets.” J. Dent. Mater. Tech., 3(3), 118–122.
Kotamala, S. (2014). “Prestressing of simply supported concrete beam with nitinol shape memory alloy.” M.S. thesis, Univ. of Toledo, Toledo, OH.
Miyazato, S., and Otsuki, N. (2010). “Steel corrosion induced by chloride or carbonation in mortar with bending cracks or joints.” J. Adv. Concr. Technol., 8(2), 135–144.
Mohammed, T. U., and Hamada, H. (2003). “Corrosion of steel bars in concrete at joints under tidal environment.” ACI Mater. J., 100(4), 265–273.
Motahari, S. A., and Ghassemieh, M. (2007). “Multilinear one-dimensional shape memory material model for use in structural engineering applications.” Eng. Struct., 29(6), 904–913.
Otsuka, K., and Ren, X. (1999). “Recent developments in the research of shape memory alloys.” Intermetallics, 7(5), 511–528.
Ozbulut, O. E., Sherif, M., and Hamilton, R. H. (2015). “Self-post-tensioned concrete elements using shape memory alloys.” Proc., TRB 94th Annual Meeting, Transportation Research Board, Washington, DC.
Pourbaix, M. (1974). Atlas of electrochemical equilibria in aqueous solutions Houston, National Association of Corrosion Engineers, Houston.
Poursaee, A. (2011). “Corrosion measurement techniques in steel-reinforced concrete.” ASTM Int. (JAI), 8(5), 1–15.
Poursaee, A., and Hansson, C. M. (2007). “Reinforcing steel passivation in mortar and pore solution.” Cem. Concr. Res., 37(7), 1127–1133.
Roh, H., and Reinhorn, A. M. (2010). “Hysteretic behavior of precast segmental bridge piers with superelastic shape memory alloy bars.” Eng. Struct., 32(10), 3394–3403.
Saiidi, M. S., and Wang, H. (2006). “Exploratory study of seismic response of concrete columns with shape memory alloys reinforcement.” ACI Struct. J., 103(3), 435–442.
Schiff, N. (2005). “Galvanic corrosion between orthodontic wires and brackets in fluoride mouthwashes.” Eur. J. Orthodontics, 28(3), 298–304.
Shrestha, K. C., Saiidi, M. S., and Cruz, C. A. (2015). “Advanced materials for control of post-earthquake damage in bridges.” Smart Mater. Struct., 24(2), 025035.
Wilson, J. C., and Wesolowsky, M. J. (2005). “Shape memory alloys for seismic response modification: A state-of-the-art review.” Earthquake Spectra, 21(2), 569–601.
Youssef, M. A., Alam, M. S., and Nehdi, M. (2008). “Experimental investigation on the seismic behavior of beam-column joints reinforced with superelastic shape memory alloys.” J. Earthquake Eng., 12(7), 1205–1222.
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© 2016 American Society of Civil Engineers.
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Received: Sep 9, 2015
Accepted: Dec 7, 2015
Published online: Mar 16, 2016
Published in print: Aug 1, 2016
Discussion open until: Aug 16, 2016
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