CRACKING PROCESS OF REINFORCED CONCRETE INDUCED BY NON-UNIFORM REINFORCEMENT CORROSION

Authors

  • Wahyuniarsih Sutrisno Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia
  • I Ketut Hartana Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia
  • Priyo Suprobo Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia
  • Endah Wahyuni Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia
  • Data Iranata Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia

DOI:

https://doi.org/10.11113/jt.v79.5370

Keywords:

Non-uniform corrosion induced crack, accelerated corrosion test, smeared cracking

Abstract

Expansion of rust, as a result of reinforcement corrosion, can cause additional internal expansive pressure and initiate cracking to the concrete. This paper presents experimental test and numerical modeling of concrete cracking induced by reinforcement corrosion. The simulation was performed using finite element based program Abaqus CAE using concrete smeared cracking approach. The numerical modeling used non-uniform and uniform corrosion assumption to get more accurate result. Based on the result, the numerical modeling has 3.01% lower stress than the experimental test. The result of the simulation using non-uniform assumption showed more similar cracking pattern with the experimental test compared with uniform assumption. 

Author Biographies

  • Wahyuniarsih Sutrisno, Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia
    Civil Engineering Department of Institut Teknologi Sepuluh Nopember
  • I Ketut Hartana, Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia
    Civil Engineering Department of Institut Teknologi Sepuluh Nopember
  • Priyo Suprobo, Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia
    Civil Engineering Department of Institut Teknologi Sepuluh Nopember
  • Endah Wahyuni, Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia
    Civil Engineering Department of Institut Teknologi Sepuluh Nopember
  • Data Iranata, Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia
    Civil Engineering Department of Institut Teknologi Sepuluh Nopember

References

Y. Zhao, B. Hu, J. Yu, and W. Jin. 2011. Non-Uniform Distribution of Rust Layer Around Steel Bar in Concrete. Corros. Sci. 53(12): 4300-4308.

Y. Zhao, J. Yu, B. Hu, and W. Jin. 2012. Crack Shape and Rust Distribution in Corrosion-Induced Cracking Concrete. Corros. Sci. 55: 385-393.

D. Chen and S. Mahadevan. 2008. Chloride-induced Reinforcement Corrosion and Concrete Cracking Simulation. Cem. Concr. Compos. 30(3): 227-238.

C. Fang, K. Lundgren, L. Chen, and C. Zhu. 2004. Corrosion Influence on Bond In Reinforced Concrete. Cem. Concr. Res. 34(11): 2159-2167.

Y. Zhao, H. Xu, and W. Jin. 2013. Concrete Cracking Process Induced By Steel Corrosion- A Review. 2: 1-10.

C. Cao, M. M. S. Cheung, and B. Y. B. Chan. 2013. Modelling of Interaction between Corrosion-Induced Concrete Cover Crack and Steel Corrosion Rate. Corros. Sci. 69(24): 97-109.

Y. Zhao, A. Karimi, H. S. Wong, B. Hu, N. R. Buenfeld, and W. Jin. 2011. Comparison of Uniform and Non-Uniform Corrosion Induced Damage in Reinforced Concrete Based on a Gaussian Description of the Corrosion Layer. Corros. Sci. 53(9): 2803-2814.

Y. Zhao, J. Yu, Y. Wu, and W. Jin. 2012. Critical Thickness of Rust Layer at Inner and Out Surface Cracking of Concrete Cover in Reinforced Concrete Structures. Corros. Sci. 59: 316-323.

Y. Liu and R. Weyers. 1998. Modeling Time to Corrosion Cracking in Chloride Contaminated Reinforced Concrete Structures. ACI Mater. Journals. 95: 675-681.

C. Li, W. Lawanwisut, J. J. Zheng, and W. Kijawatworawet. 2005. Crack Width Due to Corroded Bar in Reinforced Concrete Structures. Int. J. Mater. Struct. Reliab. 3(2): 87-94.

Y. Zhao, J. Yu, and W. Jin. 2011. Damage Analysis and Cracking Model of Reinforced Concrete Structures with Rebar Corrosion. Corros. Sci. 53(10): 3388-3397.

A. S. Sudjono. 2007. Prediksi Waktu Layan Bangunan Beton Terhadap. Civ. Eng. Dimens. 7(1): 6-15.

C. Cao, M. M. S. Cheung, and B. Y. B. Chan. 2013. Modelling of Interaction between Corrosion-induced Concrete Cover Crack and Steel Corrosion Rate. Corros. Sci. 69(24): 97-109.

Y. Liu. 1996. Modeling the Time-to-Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures. Virginia Polytechnic Institute and State University.

C. Cao and M. M. S. Cheung. 2014. Non-Uniform Rust Expansion for Chloride-Induced Pitting Corrosion in RC Structures. Constr. Build. Mater. 51: 75-81.

S. Muthulingam and B. N. Rao. 2014. Non-Uniform Time-to-Corrosion Initiation In Steel Reinforced Concrete Under Chloride Environment. Corros. Sci. 82: 304-315.

E. Chen and C. K. Y. Leung. 2015. Finite Element Modeling of Concrete Cover Cracking due to Non-Uniform Steel Corrosion. Eng. Fract. Mech. 134: 61-78.

T. Krykowski and A. Zybura. 2013. Modelling of Reinforced Concrete Element Damage as a Result of Reinforcement Corrosion. Procedia Eng. 57: 614-623.

C. H. Lu, R. G. Liu, and W. L. Jin. 2010. A Model For Predicting Time to Corrosion-Induced Cover Cracking in Reinforced Concrete Structures the Various.

Z. Xiao-gang, W. Xue-zhi, L. U. Zhao-hui, and X. Feng. 2011. Analytic Model of Non-Uniform Corrosion Induced Cracking of Reinforced Concrete Structure. 940-945.

H.-P. Chen and N. Xiao. 2012. Analytical Solutions for Corrosion-Induced Cohesive Concrete Cracking. J. Appl. Math. 2012: 1-25.

K. Vu, M. G. Stewart, and J. Mullard. 2006. Corrosion-Induced Cracking : Experimental Data and Predictive Models. 102: 719-726.

Downloads

Published

2017-02-28

Issue

Vol. 79 No. 3: March 2017

Section

Science and Engineering

License

Copyright of articles that appear in Jurnal Teknologi belongs exclusively to Penerbit Universiti Teknologi Malaysia (Penerbit UTM Press). This copyright covers the rights to reproduce the article, including reprints, electronic reproductions, or any other reproductions of similar nature.

How to Cite

CRACKING PROCESS OF REINFORCED CONCRETE INDUCED BY NON-UNIFORM REINFORCEMENT CORROSION. (2017). Jurnal Teknologi (Sciences & Engineering), 79(3). https://doi.org/10.11113/jt.v79.5370