Mobile QR Code QR CODE
Export citation EndNote
1 
1.Dong, S. G., Zhao, B., Lin, C. J., Du, R. G., Hu, R. G., and Zhang, G. X., “Corrosion Behavior of Epoxy/ Zinc Duplex Coated Rebar Embedded in Concrete in Ocean Environment,” Construction and Building Materials, Vol. 28, No. 1, 2012, pp. 72-78.DOI
2 
2.Cook, A. R. and Ranke, S. F., Chloride Corrosion of Steel in Concrete, ASTM-STP 629, American Society for Testing Materials, Philadelphia, 1977, pp. 51-60.DOI
3 
3.Maahn, E. and Sorensen, B., “Influence of Microstructure on the Corrosion Properties of Hot-Dip Galvanized Rein-forcement in Concrete,” Corrosion-NACE, Vol. 42, No. 4, 1986, pp. 187-196.DOI
4 
4.Choi, O. C., Hadje-Ghaffari, H., Darwin, D., and McCabe, S. L. “Bond of Epoxy-Coated Reinforcement Bar Parameters,” ACI Materials Journal, Vol. 88, No. 2, 1990, pp. 207-217.Google Search
5 
5.Jalili, M. M., Moradian, S., and Hosseinpour, D., “The Use of Inorganic Conversion Coatings to Enhance the Corrosion Resistance of Reinforcement and the Bond Strength at the Rebar/Concrete,” Construction and Building Materials, Vol. 28, No. 1, 2012, pp. 72-78.Google Search
6 
6.Hadje-Ghaffari, H., Choi, O. C., Darwin, D., and McCabe, S. L., “Bond of Epoxy-Coated Reinforcement: Cover, Casting Position, Slump, and Consolidation,” ACI Structural Journal, Vol. 91, No. 1, 1994, pp. 59-68.Google Search
7 
7.Idun, E. K. and Darwin, D., “Bond of Epoxy-Coated Reinforcement: Coefficient of Friction and Rib Face Angle,” ACI Structural Journal, Vol. 96, No.4, 1999, pp. 609-615.Google Search
8 
8.Cairns, J. and Abdullah, R. B., “Bond Strength of Black and Epoxy-Coated Reinforcement- A Theoretical Approach,” ACI Materials Journal, Vol. 93, No. 4, 1996, pp. 362-369.Google Search
9 
9.Kayali, O. and Yeomans, S. R., “Bond of Ribbed Galvanized Reinforcing Steel in Concrete,” Cement & Concrete Composites, Vol. 22, No. 6, 2000, pp. 459-467.DOI
10 
10.Cheng, A., Huang, R., Wu, J. K., and Chen, C. H., “Effect of Rebar Coating on Corrosion Resistance and Bond Strength of Reinforced Concrete,” Construction and Building Materials, Vol. 19, No. 5, 2005, pp. 404- 412.DOI
11 
11.Manna, M, Bandyopadhyay, N., and Bhattacharjee, D., “Effect of Plating Time for Electroless Nickel Coating on Rebar Surface: An Option for Application in Concrete Structure,” Surface & Coating Technology, Vol. 202, No. 14, 2008, pp. 3227-3232.DOI
12 
12.Selvaraj, R., Selvaraj, M., and Iyer, S. V. K., “Studies on the Evaluation of the Performance of Organic Coatings Used for the Prevention of Corrosion of Steel Rebars in Concrete Structures,” Progress in Organic Coatings, Vol. 64, No. 4, 2009, pp. 454-459.DOI
13 
13.Wu, C., Chen, G., Volz, J. S., Brow, R. K., and Koenistein, M. L., “Global Bond Behavior of Enamel- Coated Rebar in Concrete Beams with Spliced Rein-forcement,” Construction and Building Materials, Vol. 40, 2013, pp. 793-801.DOI
14 
14.Kwon,. S. J., Lee, S. M., Lee, M. H., and Park, S. S., “Study on Corrosion and Structural Performance in Hot- Dip Galvanizing Steel,” Journal of the Korea Concrete Institute, Vol. 24, No. 5, 2012, pp. 613-621.DOI
15 
15.Ramirez, E., Gonzalez, J. A., and Bautista, A., “The Protective Efficiency of Galvanizing against Corrosion of Steel in Mortar and in Ca(OH)2 Saturated Solutions Containing Chlorides,” Cement and Concrete Research, Vol. 26, No. 10, 1996, pp. 1525-1536.DOI
16 
16.Gonzalez, J. A. and Andrade, C., “Effect of Carbonation, Chlorides and Relative Ambient Humidity on The Corrosion of Galvanized Rebars Embedded in Concrete,” British Corrosion Journal, Vol. 17, No. 21, 1982, pp. 21-28.DOI
17 
17.Hamad, B. S. and Mike, J. A. “Bond Strength of Hot-Dip Galvanized Reinforcement in Normal Strength Concrete Structures,” Construction and Building Materials, Vol. 19, No. 4, 2005, pp. 275-283.DOI