journal article Jan 26, 2023

Analysis of Non-uniform Local Strain in Corroded Reinforcing Bar in Concrete using Digital Image Correlation

View at Publisher Save 10.3151/jact.21.42
Topics

No keywords indexed for this article. Browse by subject →

References
42
[1]
1) Abrams, D. A., (1913). “<i>Tests of bond between concrete and steel</i> (Engineering Experiment Station Bulletin No. 71).” Urbana-Champaign, Illinois, USA: University of Illinois.
[2]
Reinforcement corrosion in concrete structures, its monitoring and service life prediction––a review

Shamsad Ahmad

Cement and Concrete Composites 10.1016/s0958-9465(02)00086-0
[3]
3) Almusallam, A. A., Al-Gahtani, A. S. and Aziz, A. R., (1996). “Effect of reinforcement corrosion on bond strength.” <i>Construction and Building Materials</i>, 10(2), 123-129. 10.1016/0950-0618(95)00077-1
[4]
4) Alonso, C., Andrade, C., Rodriguez, J. and Diez, J. M., (1998). “Factors controlling cracking of concrete affected by reinforcement corrosion.” <i>Materials and Structures</i>, 31(7), 435-441. 10.1007/bf02480466
[5]
5) Avadh, K., Jiradilok, P., Bolander, J. E. and Nagai, K., (2021). “Direct observation of the local bond behavior between corroded reinforcing bars and concrete using digital image correlation.” <i>Cement and Concrete Composites</i>, 123, 104180. 10.1016/j.cemconcomp.2021.104180
[6]
6) Bazant, Z. P., (1979). “Physical model for steel corrosion in concrete sea structures-theory.” <i>Journal of the Structural Division, ASCE,</i> 105(6), 1137-1153. 10.1061/jsdeag.0005168
[7]
7) FFMPEG, (2021). “<i>Multi-media processing software: FFMPEG 4.4</i> [online].” Available from: &lt;http://ffmpeg.org/about.html&gt;.
[8]
8) Bigaj, A. J., (1995). “<i>Bond behaviour of deformed bars in NSC and HSC: Experimental study</i> (Report No. 25.5-95-11).” Delft, The Netherlands: Stevin Laboratory, Faculty Civil Engineering and Geosciences, Delft University of Technology.
[9]
9) Cabrera, J., (1996). “Deterioration of concrete due to reinforcement steel corrosion.” <i>Cement and Concrete Composites</i>, 18(1), 47-59. 10.1016/0958-9465(95)00043-7
[10]
10) GOM, (2021). “<i>Image analyzing software: GOM Correlate Pro</i> [online].” Braunschweig, Germany. Carl Zeiss GOM Metrology GmbH. Available from: &lt;https://www.gom.com/en/products/zeiss-quality-suite/gom-correlate-pro&gt;.
[11]
11) Chen, Y., Wei, J., Huang, H., Jin, W. and Yu, Q., (2018). “Application of 3D-DIC to characterize the effect of aggregate size and volume on non-uniform shrinkage strain distribution in concrete.” <i>Cement and Concrete Composites</i>, 86, 178-189. 10.1016/j.cemconcomp.2017.11.005
[12]
12) Chiriatti, L., Mercado-Mendoza, H., Apedo, K. L., Fond, C. and Feugeas, F., (2019). “A study of bond between steel rebar and concrete under a friction-based approach.” <i>Cement and Concrete Research</i>, 120, 132-141. 10.1016/j.cemconres.2019.03.019
[13]
13) Chu, T., Ranson, W. and Sutton, M. A., (1985). “Applications of digital-image-correlation techniques to experimental mechanics.” <i>Experimental Mechanics</i>, 25(3), 232-244. 10.1007/bf02325092
[14]
14) Cox, J. V. and Herrmann, L. R., (1998). “Development of a plasticity bond model for steel reinforcement.” <i>Mechanics of Cohesive‐Frictional Materials</i>, 3(2), 155-180. 10.1002/(sici)1099-1484(199804)3:2<155::aid-cfm45>3.0.co;2-s
[15]
15) Cox, J. V. and Herrmann, L. R., (1999). “Validation of a plasticity bond model for steel reinforcement.” <i>Mechanics of Cohesive‐Frictional Materials</i>, 4(4), 361-389. 10.1002/(sici)1099-1484(199907)4:4<361::aid-cfm66>3.0.co;2-f
[16]
16) Darwin, D. and Graham, E. K., (1993). “Effect of deformation height and spacing on bond strength of reinforcing bars.” <i>ACI Structural Journal</i>, 90(6), 646-657. 10.14359/4459
[17]
17) Eddy, L., K. Matsumoto, K. and Nagai., (2018). “Investigation of effect of local bond model on crack propagation in RC using 3D RBSM.” In: <i>Proceedings of the Conference on Computational Modelling of Concrete and Concrete Structures (EURO-C 2018)</i>, Bad Hofgastein, Austria 26 February - 1 March 2018. London and New York: CRC Press, 755-766. 10.1201/9781315182964-89
[18]
18) Eligehausen, R., Popov, E. P. and Bertero, V. V., (1983). “<i>Local bond stress-slip relationships of deformed bars under generalized excitations</i> (Report No. UCB/EERC-83/23).” California, USA: Earthquake Engineering Research Center, University of California.
[19]
19) Gedik, Y. H., Nakamura, H., Yamamoto, Y. and Kunieda, M., (2011). “Evaluation of three-dimensional effects in short deep beams using a rigid-body-spring-model.” <i>Cement and Concrete Composites</i>, 33(9), 978-991. 10.1016/j.cemconcomp.2011.06.004
[20]
20) Gehri, N., Mata-Falcón, J. and Kaufmann, W., (2020). “Automated crack detection and measurement based on digital image correlation.” <i>Construction and Building Materials</i>, 256, 119383. 10.1016/j.conbuildmat.2020.119383
[21]
21) Goto, Y. and Otsuka, K., (1980). “Experimental studies on cracks formed in concrete around deformed tension bars.” <i>Proceedings of the Japan Society of Civil Engineers</i>, 294, 85-100. (in Japanese) 10.2208/jscej1969.1980.294_85
[22]
22) Jiradilok, P., Wang, Y., Nagai, K. and Matsumoto, K., (2020). “Development of discrete meso-scale bond model for corrosion damage at steel-concrete interface based on tests with/without concrete damage.” <i>Construction and Building Materials</i>, 236, 117615. 10.1016/j.conbuildmat.2019.117615
[23]
23) Kawai, T., (1978). “New discrete models and their application to seismic response analysis of structures.” <i>Nuclear Engineering</i>, 48(1), 207-229. 10.1016/0029-5493(78)90217-0
[24]
24) Leibovich, O., Dancygier, A. N. and Yankelevsky, D. Z., (2015). “An innovative experimental procedure to study local rebar-concrete bond by direct observations and measurements.” <i>Experimental Mechanics</i>, 56(5), 673-682. 10.1007/s11340-015-0116-z
[25]
25) Leibovich, O., Yankelevsky, D. Z. and Dancygier, A. N., (2018). “Direct digital image analysis of local displacements and strains in a pull-out test.” <i>Structures</i>, 14, 230-242. 10.1016/j.istruc.2018.03.014
[26]
26) Lin, H. and Zhao, Y., (2016). “Effects of confinements on the bond strength between concrete and corroded steel bars.” <i>Construction and Building Materials</i>, 118, 127-138. 10.1016/j.conbuildmat.2016.05.040
[27]
27) Lin, H., Zhao, Y., Yang, J.-Q., Feng, P., Ozbolt, J. and Ye, H., (2019). “Effects of the corrosion of main bar and stirrups on the bond behavior of reinforcing steel bar.” <i>Construction and Building Materials</i>, 225, 13-28. 10.1016/j.conbuildmat.2019.07.156
[28]
28) Metelli, G. and Plizzari, G. A., (2014). “Influence of the relative rib area on bond behaviour.” <i>Magazine of Concrete Research</i>, 66(6), 277-294. 10.1680/macr.13.00198
[29]
29) Michel, A., Pease, B. J., Peterová, A., Geiker, M. R., Stang, H. and Thybo, A. E. A., (2014). “Penetration of corrosion products and corrosion-induced cracking in reinforced cementitious materials: Experimental investigations and numerical simulations.” <i>Cement and Concrete Composites</i>, 47, 75-86. 10.1016/j.cemconcomp.2013.04.011
[30]
30) Miura, T., Sato, K. and Nakamura, H., (2020). “The role of microcracking on the compressive strength and stiffness of cracked concrete with different crack widths and angles evaluated by DIC.” <i>Cement and Concrete Composites</i>, 114, 103768. 10.1016/j.cemconcomp.2020.103768
[31]
Mesoscopic Simulation of Failure of Mortar and Concrete by 3D RBSM

Kohei Nagai, Yasuhiko Sato, Tamon Ueda

Journal of Advanced Concrete Technology 10.3151/jact.3.385
[32]
32) Okeil, A., Matsumoto, K. and Nagai, K., (2020). “Investigation on local bond behavior in concrete and cement paste around a deformed bar by using DIC technique.” <i>Cement and Concrete Composites</i>, 109, 103540. 10.1016/j.cemconcomp.2020.103540
[33]
33) Ouglova, A., Berthaud, Y., Foct, F., François, M., Ragueneau, F. and Petre-Lazar, I., (2007). “The influence of corrosion on bond properties between concrete and reinforcement in concrete structures.” <i>Materials and Structures</i>, 41(5), 969-980. 10.1617/s11527-007-9298-x
[34]
34) Ruiz, M. F., Muttoni, A. and Gambarova, P. G., (2007). “Analytical modeling of the pre-and postyield behavior of bond in reinforced concrete.” <i>Journal of Structural Engineering</i>, 133(10), 1364-1372. 10.1061/(asce)0733-9445(2007)133:10(1364)
[35]
35) Ruocci, G., Rospars, C., Moreau, G., Bisch, P., Erlicher, S., Delaplace, A. and Henault, J. M., (2016). “Digital image correlation and noise-filtering approach for the cracking assessment of massive reinforced concrete structures.” <i>Strain</i>, 52(6), 503-521. 10.1111/str.12192
[36]
36) Shang, H. and Chai, X., (2021). “Bond behavior between corroded steel bar and concrete under reciprocating loading history of beam type specimens.” <i>Engineering Structures</i>, 247, 113112. 10.1016/j.engstruct.2021.113112
[37]
37) Shima, H., Chou, L.-L. and Okamura, H., (1987). “Micro and macro models for bond in reinforced concrete.” <i>Journal of the Faculty of Engineering</i>, <i>The University of Tokyo</i>, 39(2), 133-194.
[38]
38) Teramoto, A., Watanabe, M., Murakami, R. and Ohkubo, T., (2018). “Visualization of internal crack growth due to alkali–silica reaction using digital image correlation.” <i>Construction and Building Materials</i>, 190, 851-860. 10.1016/j.conbuildmat.2018.09.168
[39]
39) Viwathanatepa, S., Popov, E. P. and Bertero, V. V., (1979). “<i>Effects of generalized loadings on bond of reinforcing bars embedded in confined concrete blocks</i>.” California, USA: Earthquake Engineering Research Center, University of California.
[40]
40) Wu, Y., Lv, H., Zhou, S. and Fang, Z., (2016). “Degradation model of bond performance between deteriorated concrete and corroded deformed steel bars.” <i>Construction and Building Materials</i>, 119, 89-95. 10.1016/j.conbuildmat.2016.04.061
[41]
41) Zhao, Y., Dong, J., Wu, Y., Wang, H., Li, X. and Xu, Q., (2014). “Steel corrosion and corrosion-induced cracking in recycled aggregate concrete.” <i>Corrosion Science</i>, 85, 241-250. 10.1016/j.corsci.2014.04.028
[42]
42) Zhou, B., Wu, R. and Feng, J., (2017). “Two models for evaluating the bond behavior in pre- and post-yield phases of reinforced concrete.” <i>Construction and Building Materials</i>, 147, 847-857. 10.1016/j.conbuildmat.2017.04.067
Cited By
7
Metrics
7
Citations
42
References
Details
Published
Jan 26, 2023
Vol/Issue
21(1)
Pages
42-57
Cite This Article
Hsuan‐Tung Peng, Kumar Avadh, Kohei Nagai (2023). Analysis of Non-uniform Local Strain in Corroded Reinforcing Bar in Concrete using Digital Image Correlation. Journal of Advanced Concrete Technology, 21(1), 42-57. https://doi.org/10.3151/jact.21.42
Related

You May Also Like