Open Access
MATEC Web Conf.
Volume 138, 2017
The 6th International Conference of Euro Asia Civil Engineering Forum (EACEF 2017)
Article Number 02013
Number of page(s) 10
Section 2-Structural and Construction Engineering
Published online 30 December 2017
  1. C. Fang, K. Lundgren, L. Chen, And C. Zhu, “Corrosion Influence On Bond In Reinforced Concrete,” Cem. Concr. Res., Vol. 34, No. 11, Pp. 2159–2167, Nov. (2004). [CrossRef] [Google Scholar]
  2. Y. Liu, “Modeling The Time-To-Corrosion Cracking Of The Cover Concrete In Chloride Contaminated Reinforced Concrete Structures,” Virginia Polytechnic Institute And State University, (1996). [Google Scholar]
  3. A. S. Sudjono, “Prediksi Waktu Layan Bangunan Beton Terhadap,” Civ. Eng. Dimens., Vol. 7, No. 1, Pp. 6–15, (2007). [Google Scholar]
  4. X. Shi, N. Xie, K. Fortune, And J. Gong, “Durability Of Steel Reinforced Concrete In Chloride Environments: An Overview,” Constr. Build. Mater., Vol. 30, Pp. 125–138, May (2012). [CrossRef] [Google Scholar]
  5. Y. Zhao, H. Xu, And W. Jin, “Concrete Cracking Process Induced By Steel Corrosion- A Review,” No. 2, Pp. 1–10. (2013). [Google Scholar]
  6. C. Cao, M. M. S. Cheung, And B. Y. B. Chan, “Modelling Of Interaction Between Corrosion-Induced Concrete Cover Crack And Steel Corrosion Rate,” Corros. Sci., Vol. 69, No. 24, Pp. 97–109, (2013). [CrossRef] [Google Scholar]
  7. C. Li, W. Lawanwisut, J. J. Zheng, And W. Kijawatworawet, “Crack Width Due To Corroded Bar In Reinforced Concrete Structures.Pdf,” Int. J. Mater. Struct. Reliab., Vol. 3 No 2, No. September, Pp. 87–94, (2005). [Google Scholar]
  8. Y. Zhao, J. Yu, And W. Jin, “Damage Analysis And Cracking Model Of Reinforced Concrete Structures With Rebar Corrosion,” Corros. Sci., Vol. 53, No. 10, Pp. 3388–3397, Oct. (2011). [CrossRef] [Google Scholar]
  9. Y. Zhao, J. Yu, Y. Wu, And W. Jin, “Critical Thickness Of Rust Layer At Inner And Out Surface Cracking Of Concrete Cover In Reinforced Concrete Structures,” Corros. Sci., Vol. 59, Pp. 316–323, Jun. (2012). [CrossRef] [Google Scholar]
  10. Y. Zhao, J. Yu, B. Hu, And W. Jin, “Crack Shape And Rust Distribution In Corrosion-Induced Cracking Concrete,” Corros. Sci., Vol. 55, Pp. 385–393, Feb. (2012). [CrossRef] [Google Scholar]
  11. C. Cao And M. M. S. Cheung, “Non-Uniform Rust Expansion For Chloride-Induced Pitting Corrosion In Rc Structures,” Constr. Build. Mater., Vol. 51, Pp. 75–81, Jan. (2014). [CrossRef] [Google Scholar]
  12. S. Muthulingam And B. N. Rao, “Non-Uniform Time-To-Corrosion Initiation In Steel Reinforced Concrete Under Chloride Environment,” Corros. Sci., Vol. 82, Pp. 304–315, May (2014). [CrossRef] [Google Scholar]
  13. Y. Zhao, B. Hu, J. Yu, And W. Jin, “Non-Uniform Distribution Of Rust Layer Around Steel Bar In Concrete,” Corros. Sci., Vol. 53, No. 12, Pp. 4300–4308, Dec. (2011). [CrossRef] [Google Scholar]
  14. Y. Zhao, A. Karimi, H. S. Wong, B. Hu, N. R. Buenfeld, And W. Jin, “Comparison Of Uniform And Non-Uniform Corrosion Induced Damage In Reinforced Concrete Based On A Gaussian Description Of The Corrosion Layer,” Corros. Sci., Vol. 53, No. 9, Pp. 2803–2814, Sep.(2011). [CrossRef] [Google Scholar]
  15. Y. Liu And R. Weyers, “Modeling Time To Corrosion Cracking In Chloride Contaminated Reinforced Concrete Structures,” Aci Mater. Journals, Vol. 95, Pp. 675–681, (1998). [Google Scholar]

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