Effect of Aluminum Tri-polyphosphate on Corrosion Behavior of Reinforcing Steel in Seawater Prepared Coral Concrete

Xingguo Feng , Leyuan Zhang , Jing Zhang , Xiangyu Lu , Yiwen Xu , Xiangying Zhang , Ruilong Shi , Da Chen

Journal of Wuhan University of Technology Materials Science Edition ›› 2019, Vol. 34 ›› Issue (4) : 906 -913.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2019, Vol. 34 ›› Issue (4) : 906 -913. DOI: 10.1007/s11595-019-2136-5
Metallic Materials

Effect of Aluminum Tri-polyphosphate on Corrosion Behavior of Reinforcing Steel in Seawater Prepared Coral Concrete

Author information +
History +
PDF

Abstract

Atri-polyphosphate was used as a corrosion inhibitor in the seawater prepared coral concrete, and its influence on the corrosion behavior of carbon steel, 304 austenitic stainless steel, and 2205 duplex stainless steel was studied by the open-circuit potential, electrochemical impedance spectroscopy, and potentiodynamic polarization, respectively. The results reveal that the corrosion potential and impedance of the reinforcing steel increase, while the corrosion current density decreases with the content of aluminum tripolyphosphate in the coral concrete. A low content of the corrosion inhibitor significantly retards the corrosion of the two stainless steels, but it cannot effectively inhibit the corrosion of the carbon steel in the coral concrete. In general, the carbon steel is unsuitable for the coral concrete for its poor corrosion resistance. In contrast, the stainless steels, especially the 2205 duplex stainless steel, shows an excellent anti-corrosion property in the seawater prepared coral concrete containing a certain amount of inhibitor, which is one of the satisfactory candidate methods to build the long-life coral concrete constructions.

Keywords

coral concrete / corrosion / surfaces / stainless steel / electrochemical tests

Cite this article

Download citation ▾
Xingguo Feng, Leyuan Zhang, Jing Zhang, Xiangyu Lu, Yiwen Xu, Xiangying Zhang, Ruilong Shi, Da Chen. Effect of Aluminum Tri-polyphosphate on Corrosion Behavior of Reinforcing Steel in Seawater Prepared Coral Concrete. Journal of Wuhan University of Technology Materials Science Edition, 2019, 34(4): 906-913 DOI:10.1007/s11595-019-2136-5

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Ramamurthy K, Arumugam RA. Study of Compressive Strength Characteristics of Coral Aggregate Concrete [J]. Mag. Concrete. Res., 1996, 48: 141-148.

[2]

Kakooei S, Akil H M, Dolati A, et al. The Corrosion Investigation of Rebar Embedded in the Fibers Reinforced Concrete [J]. Constr. Build. Mater., 2012, 35: 564-570.

[3]

Han C. Experimental Research on the Fundamental Mechanical Behavior of Seawater Coral Concrete [D], 2011 Nanning: Guangxi University. (in Chinese)

[4]

Yodsudjai W, Otsuki N, Nishida T, et al. Study on Strength and Durability of Concrete Using Low Quality Coarse Aggregate from Circumpacific Region [C]. 27th Conference on Our World in Concrete & Structure, 2002 617-624.

[5]

Sun BL. Mechanical Property Test of Silica Fume Reinforced Coral Concrete [J]. Low Temperature Architecture Technology, 2014, 36: 12-14. (in Chinese)

[6]

Chen YZ, Ma ZQ, Sun T S, et al. Effect of Mineral Admixtures on Coral Sand Concrete [J]. Building Materials Word, 2016, 37: 11-14. (in Chinese)

[7]

Howdyshell PA. The Use of Coral as An Aggregate for Portland Cement Concrete Structures, 1974 Champaign IL: Construction Engineering Research Lab (ARMY).

[8]

Ehlert RA. Coral Concrete at Bikini Atoll [J]. Concrete International, 1991, 13: 19-23.

[9]

Jiang C, Fan K, Wu F, et al. Experimental Study on the Mechanical Properties and Microstructure of Chopped Basalt Fiber Reinforced Concrete [J]. Mater. Design., 2014, 58(6): 187-193.

[10]

Yohai L, Schreiner W V M, et al. Phosphate Ions as Effective Inhibitors for Carbon Steel in Carbonated Solutions Contaminated with Chloride Ions [J]. Electrochim. Acta., 2016, 202: 231-242.

[11]

Bastidas DM, Criado M, Iglesia VML, et al. Comparative Study of Three Sodium Phosphates as Corrosion Inhibitors for Steel Reinforcements [J]. Cem. Concr. Compos., 2013, 43: 31-38.

[12]

Dhouibi L, Triki E, Salta M, et al. Studies on Corrosion Inhibition of Steel Reinforcement by Phosphate and Nitrite [J]. Mater. Struct., 2003, 36: 530-540.

[13]

Yohai L, Valcarce MB, Vázquez M. Testing Phosphate Ions as Corrosion Inhibitors for Construction Steel in Mortars [J]. Electrochim. Acta., 2016, 202: 316-324.

[14]

Yohai L, Vázquez M, Valcarce MB. Phosphate Ions as Corrosion Inhibitors for Reinforcement Steel in Chloride-rich Environments [J]. Electrochim. Acta., 2013, 102: 88-96.

[15]

Nahali H, Mansour B, Dhouibi H L, et al. Effect of Na3PO4 Inhibitor on Chloride Diffusion in Mortar [J]. Constr. Build. Mater., 2017, 141: 589-597.

[16]

Feng XG, Lu XY, Zuo Y, et al. Electrochemical Study the Corrosion Behavior of Carbon Steel in Mortars under Compressive and Tensile Stresses [J]. Corros. Sci., 2016, 103: 66-74.

[17]

Fajardo S, Bastidas DM, Criado M, et al. Corrosion Behavior of a New Low-nickel Stainless Steel in Saturated Calcium Hydroxide Solution [J]. Constr. Build. Mater., 2011, 25: 4190-4196.

[18]

Criado M, Bastidas DM, Fajardo S, et al. Corrosion Behavior of a New Low-nickel Stainless Steel Embedded in Activated Fly Ash Mortars [J]. Cem. Concr. Compos., 2011, 33: 644-652.

[19]

Feng XG, Lu XY, Zuo Y, et al. The Passive Behavior of 304 Stainless Steels in Saturated Calcium Hydroxide Solution under Different Deformation [J]. Corros. Sci., 2014, 82: 347-355.

[20]

Blanco G, Bautista A, Takenouti H. EIS Study of Passivation of Austenitic and Duplex Stainless Steels Reinforcements in Simulated Pore Solutions [J]. Cem. Concr. Compos., 2006, 28: 212-219.

[21]

Braganc MOGP, Portell KF, Bonato MM, et al. Electrochemical Impedance Behavior of Mortar Subjected to a Sulfate Environment-a Comparison with Chloride Exposure Models [J]. Constr. Build. Mater., 2014, 68: 650-658.

[22]

Gürten AA, Kayakirilmaz K, Erbil M. The Effect of Thiosemicarbazide on Corrosion Resistance of Steel Reinforcement in Concrete [J]. Constr. Build. Mater., 2007, 21: 669-676.

[23]

Morris W, Vico A, Vazquez M. The Performance of a Migrating Corrosion Inhibitor Suitable for Reinforced Concrete [J]. J. Appl. Electrochem., 2003, 33: 1183-1189.

[24]

Mohammadi S, Shariatpanahi H, Taromi F A, et al. Electrochemical and Anticorrosion Behaviors of Hybrid Functionalized Graphite Nanoplatelets/Tripolyphosphate in Epoxy-coated Carbon Steel [J]. Mater. Res. Bull., 2016, 80: 7-22.

[25]

Song D, Gao J, Shen L, et al. The Influence of Aluminum Tripolyphosphate on the Protective Behavior of an Acrylic Water-based Paint Applied to Rusty Steels [J]. J. Chem., 2015, 2015: 1-10.

[26]

Nahali H, Dhouibi L, Idrissi H. Effect of Na3PO4 Addition in Mortar on Steel Reinforcement Corrosion Behavior in 3% NaCl Solution [J]. Constr. Build. Mater., 2015, 78: 92-101.

[27]

Zhang HH, Gao K, Yan L, et al. Inhibition of the Corrosion of X70 and Q235 Steel in CO2-saturated Brine by Imidazoline-based Inhibitor [J]. J. Electroanal. Chemistry, 2017, 791: 83-94.

[28]

Zhou Y, Zuo Y, Lin B. The Compounded Inhibition of Sodium Molybdate and Benzotriazole on Pitting Corrosion of Q235 Steel in Na-Cl+NaHCO3 Solution [J]. Mater. Chem. Phys., 2017, 192: 86-93.

[29]

Manera M, Øystein V, Bertolini L. Chloride Threshold for Rebar Corrosion in Concrete with Addition of Silica Fume [J]. Corros. Sci., 2008, 50: 554-560.

[30]

Arya C, Xu Y. Effect of Cement Type on Chloride Binding and Corrosion of Steel in Concrete [J]. Cem. Concr. Res., 1995, 25: 893-902.

[31]

Feng X G, Lu X Y, Zuo Y, et al. The Effects of Deformation on Metastable Pitting of 304 Stainless Steel in Chloride Contaminated Concrete Pore Solution [J]. Corros. Sci., 2016, 103: 223-229.

AI Summary AI Mindmap
PDF

113

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/