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Analysis of the effect of concrete repair and self-healing due to corrosion using the impact-echo method

Treść / Zawartość
Identyfikatory
Języki publikacji
EN
Abstrakty
EN
Reinforced concrete is a primary component in the construction industry and is susceptible to damage from corrosion, fires, and natural disasters. Steel corrosion in concrete has become a serious global issue, resulting in significant economic losses. Dealing with existing concrete damage requires considerable time and cost, making innovation in repair methods essential. One of the repair methods employed is grouting with cement grout and jacketing. Innovative solutions have emerged in self-healing concrete, allowing concrete to repair small cracks autonomously. One self-healing approach involves using bacteria to seal cracks in concrete. Identifying damage caused by corrosion in reinforced concrete is crucial for implementing appropriate protective measures. Non-Destructive Testing (NDT) methods offer a way to detect damage without compromising the physical structure. NDT methods have been used for evaluating and monitoring steel corrosion in reinforced concrete, including the Impact-Echo (IE) method. The most important result of this study was that the peak frequency values obtained from Impact Echo (IE) testing on concrete before and after corrosion showed a shift towards lower values, indicating a decrease in concrete quality due to corrosion. It was observed that after the repair process, there was an increase in peak frequency values detected with Impact Echo on each specimen, indicating the effectiveness of the repair method. These results are significant as they provide insight into the impact of corrosion on concrete quality, the effectiveness of repair methods, the correlation between concrete quality and structural strength, and the potential for non-destructive testing impact-echo methods to monitor concrete conditions.
Rocznik
Strony
459--476
Opis fizyczny
Bibliogr. 65 poz., il., tab.
Twórcy
  • studentka, Muhammadiyah University of Yogyakarta, Bantul, Indonesia
autor
  • Muhammadiyah University of Yogyakarta, Bantul, Indonesia
  • Muhammadiyah University of Yogyakarta, Department of Civil Engineering, Bantul, Indonesia
  • Muhammadiyah University of Yogyakarta, Department of Civil Engineering, Bantul, Indonesia
Bibliografia
  • [1] R. Rodrigues, S. Gaboreau, J. Gance, I. Ignatiadis, and S. Betelu, “Reinforced concrete structures: A review of corrosion mechanisms and advances in electrical methods for corrosion monitoring”, Construction and Building Materials, vol. 269, art. no. 121240, 2021, doi: 10.1016/j.conbuildmat.2020.121240.
  • [2] H. Alasmari, “Rehabilitation of overload-damaged reinforced concrete columns using ultra-high-performance fiber-reinforced concrete”, Open Engineering, vol. 13, no. 1, art. no. 20220437, 2023, doi: 10.1515/eng-2022-0437.
  • [3] N.P. de Alcantara Jr, F.M. Da Silva, M.T. Guimarăes, and M.D. Pereira, “Corrosion assessment of steel bars used in reinforced concrete structures by means of eddy current testing”, Sensors, vol. 16, no. 1, art. no. 15, 2015, doi: 10.3390/s16010015.
  • [4] A. Zaki, Y. Jusman, M. Johari, and W. Hussin, “Image processing for corrosion quantification in concrete slabs using GPR data”, Journal of Physics: Conference Series, 2020, vol. 1471, art. no. 012049, doi: 10.1088/1742-6596/1471/1/012049.
  • [5] K. Kłos, G. Adamczewski, P. Woyciechowski, and P. Łukowski, “Carbonation of concrete cover of reinforcement as a cause of loss of durability of structures”, Archives of Civil Engineering, vol. 69, no. 1, pp. 119-129, 2023, doi: 10.24425/ace.2023.144163.
  • [6] M. Badawi and K. Soudki, “Control of corrosion-induced damage in reinforced concrete beams using carbon fiber-reinforced polymer laminates”, Journal of Composites for Construction, vol. 9, no. 2, pp. 195-201, 2005, doi: 10.1061/(ASCE)1090-0268(2005)9:2(195).
  • [7] R. Creasey, J. Andrews, S. Ekolu, and D. Kruger, “Long-term 20-year performance of surface coating repairs applied to façades of reinforced concrete buildings”, Case Studies in Construction Materials, vol. 7, pp. 348-360, 2017, doi: 10.1016/j.cscm.2017.11.001.
  • [8] N. Sharma, S. Sharma, S.K. Sharma, and R. Mehta, “Evaluation of corrosion inhibition and self healing capabilities of nanoclay and tung oil microencapsulated epoxy coatings on rebars in concrete”, Construction and Building Materials, vol. 259, art. no. 120278, 2020, doi: 10.1016/j.conbuildmat.2020.120278.
  • [9] P.K. Frankowski, “Corrosion detection and measurement using eddy current method”, in 2018 International Interdisciplinary PhD Workshop (IIPhDW). IEEE, 2018, pp. 398-400, doi: 10.1109/IIPHDW.2018.8388398.
  • [10] T.A. El Maaddawy and K.A. Soudki, “Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete”, Journal of Materials in Civil Engineering, vol. 15, no. 1, pp. 41-47, 2003, doi: 10.1061/(ASCE)0899-1561(2003)15:1(41).
  • [11] X. Zhang, Z. Jin, M. Li, and C. Qian, “Effects of carrier on the performance of bacteria-based self-healing concrete”, Construction and Building Materials, vol. 305, art. no. 124771, 2021, doi: 10.1016/j.conbuildmat.2021.124771.
  • [12] L.A. Camara, M. Wons, I.C. Esteves, and R.A. Medeiros-Junior, “Monitoring the self-healing of concrete from the ultrasonic pulse velocity”, Journal of Composites Science, vol. 3, no. 1, art. no. 16, 2019, doi: 10.3390/jcs3010016.
  • [13] I. Fernandez, M.F. Herrador, A.R. Marí, and J.M. Bairán, “Structural effects of steel reinforcement corrosion on statically indeterminate reinforced concrete members”, Materials and Structures, vol. 49, no. 12, pp. 4959-4973, 2016, doi: 10.1617/s11527-016-0836-2.
  • [14] A.A. Almusallam, “Effect of degree of corrosion on the properties of reinforcing steel bars”, Construction and Building Materials, vol. 15, no. 8, pp. 361-368, 2001, doi: 10.1016/S0950-0618(01)00009-5.
  • [15] I. Fernandez, J.M. Bairán, and A.R. Marí, “Corrosion effects on the mechanical properties of reinforcing steel bars. Fatigue and – "behavior”, Construction and Building Materials, vol. 101, pp. 772-783, 2015, doi: 10.1016/j.conbuildmat.2015.10.139.
  • [16] Y. Du, L. Clark, and A. Chan, “Effect of corrosion on ductility of reinforcing bars”, Magazine of Concrete Research, vol. 57, no. 7, pp. 407-419, 2005, doi: 10.1680/macr.2005.57.7.407.
  • [17] M. Basdeki, K. Koulouris, and C. Apostolopoulos, “Effect of Corrosion on the Hysteretic Behavior of Steel Reinforcing Bars and Corroded RC Columns”, Applied Sciences, vol. 12, no. 15, art. no. 7451, 2022, doi: 10.3390/app12157451.
  • [18] H. Cao, Z. Lyu, W. Dong, Z. Zhao, W. Gan, and Y. Wang, “Corrosion experimental research on local damage of epoxy-coated steel bars in concrete under marine environment”, Frontiers in Materials, vol. 8, art. no. 821716, 2022, doi: 10.3389/fmats.2021.821716.
  • [19] M. Nodehi, T. Ozbakkaloglu, and A. Gholampour, “A systematic review of bacteria-based self-healing concrete: Biomineralization, mechanical, and durability properties”, Journal of Building Engineering, vol. 49, art. no. 104038, 2022, doi: 10.1016/j.jobe.2022.104038.
  • [20] M.G. Stewart and E. Bastidas-Arteaga, “Corrosion of concrete and steel structures in a changing climate”, in Climate adaptation engineering. Elsevier, 2019, pp. 99-125, doi: 10.1016/B978-0-12-816782-3.00004-8.
  • [21] C.-K. Ma, et al., “Repair and rehabilitation of concrete structures using confinement: A review”, Construction and Building Materials, vol. 133, pp. 502-515, 2017, doi: 10.1016/j.conbuildmat.2016.12.100.
  • [22] B. Zhang, F. Gao, X. Zhang, Y. Zhou, B. Hu, and H. Song, “Modified cement-sodium silicate material and grouting technology for repairing underground concrete structure cracks”, Arabian Journal of Geosciences, vol. 12, pp. 1-10, 2019, doi: 10.1007/s12517-019-4878-y.
  • [23] S. Raza, M.K. Khan, S.J. Menegon, H.-H. Tsang, and J.L. Wilson, “Strengthening and repair of reinforced concrete columns by jacketing: State-of-the-art review”, Sustainability, vol. 11, no. 11, art. no. 3208, 2019, doi: 10.3390/su11113208.
  • [24] C. Sudha, A.K. Sambasivan, P.R.K. Rajkumar, and M. Jegan, “Investigation on the performance of reinforced concrete columns jacketed by conventional concrete and geopolymer concrete”, Engineering Science and Technology, an International Journal, vol. 36, art. no. 101275, 2022, doi: 10.1016/j.jestch.2022.101275.
  • [25] C. Qian, T. Zheng, X. Zhang, and Y. Su, “Application of microbial self-healing concrete: Case study”, Construction and Building Materials, vol. 290, art. no. 123226, 2021, doi: 10.1016/j.conbuildmat.2021.123226.
  • [26] J. Xu, Y. Tang, X. Wang, Z. Wang, and W. Yao, “Application of ureolysis-based microbial CaCO3 precipitation in self-healing of concrete and inhibition of reinforcement corrosion”, Construction and Building Materials, vol. 265, art. no. 120364, 2020, doi: 10.1016/j.conbuildmat.2020.120364.
  • [27] N. De Belie, et al., “A review of self-healing concrete for damage management of structures”, Advanced Materials Interfaces, vol. 5, no. 17, art. no. 1800074, 2018, doi: 10.1002/admi.201800074.
  • [28] S.K. Ghosh, Self-healing materials: fundamentals, design strategies, and applications. Wiley, 2009, doi: 10.1002/9783527625376.
  • [29] A. Talaiekhozani and M.Z. Abd Majid, “A review of self-healing concrete research development”, Journal of Environmental Treatment Techniques, vol. 2, no. 1, pp. 1-11, 2014.
  • [30] V. Wiktor and H. M. Jonkers, “Quantification of crack-healing in novel bacteria-based self-healing concrete”, Cement and Concrete Composites, vol. 33, no. 7, pp. 763-770, 2011, doi: 10.1016/j.cemconcomp.2011.03.012.
  • [31] K.W. Nindhita and A. Zaki, “State of the art: Correlation self-healing agent and corrosion on concrete”, E3S Web of Conferences, vol. 429, art. no. 05034, 2023, doi: 10.1051/e3sconf/202342905034.
  • [32] M. Seifan, A.K. Samani, and A. Berenjian, “Bioconcrete: next generation of self-healing concrete”, Applied Microbiology and Biotechnology, vol. 100, pp. 2591-2602, 2016, doi: 10.1007/s00253-016-7316-z.
  • [33] K. Van Tittelboom, N. De Belie, W. De Muynck, and W. Verstraete, “Use of bacteria to repair cracks in concrete”, Cement and Concrete Research, vol. 40, no. 1, pp. 157-166, 2010, doi: 10.1016/j.cemconres.2009.08.025.
  • [34] K. Vijay, M. Murmu, and S. V. Deo, “Bacteria based self healing concrete-A review”, Construction and Building Materials, vol. 152, pp. 1008-1014, 2017, doi: 10.1016/j.conbuildmat.2017.07.040.
  • [35] K.W. Nindhita, A. Zaki, and A.M. Zeyad, “Effect of Bacillus Subtilis Bacteria on The Mechanical Properties of Corroded Self-Healing Concrete”, Frattura ed Integritr Strutturale, vol. 18, no. 68, pp. 140-158, 2024, doi: 10.3221/IGF-ESIS.68.09.
  • [36] T. Chady, P. Frankowski, P. Waszczuk, and A. Zieliński, “Evaluation of reinforced concrete structures using the electromagnetic method”, AIP Conference Proceedings, vol. 1949, no. 1, 2018, doi: 10.1063/1.5031538.
  • [37] A. Zaki, H.K. Chai, D.G. Aggelis, and N. Alver, “Non-destructive evaluation for corrosion monitoring in concrete: A review and capability of acoustic emission technique”, Sensors, vol. 15, no. 8, pp. 19069-19101, 2015, doi: 10.3390/s150819069.
  • [38] B. Sangoju, K. Ramanjaneyulu, S. Sasmal, V. Srinivas, and K. Sivasubramanian, “NDT for condition assessment of IDCT RC walls and repair measures for long term durability”, Construction and Building Materials, vol. 218, pp. 270-283, 2019, doi: 10.1016/j.conbuildmat.2019.05.123.
  • [39] M. Alhawat, A. Khan, and A. Ashour, “Evaluation of steel corrosion in concrete structures using impactecho method”, Advanced Materials Research, vol. 1158, pp. 147-164, 2020, doi: 10.4028/www.scientific.net/AMR.1158.147.
  • [40] M.-T. Liang and P.-J. Su, “Detection of the corrosion damage of rebar in concrete using impact-echo method”, Cement and Concrete Research, vol. 31, no. 10, pp. 1427-1436, 2001, doi: 10.1016/S0008-8846(01)00569-5.
  • [41] A. Garbacz, T. Piotrowski, L. Courard, and L. Kwaśniewski, “On the evaluation of interface quality in concrete repair system by means of impact-echo signal analysis”, Construction and Building Materials, vol. 134, pp. 311-323, 2017, doi: 10.1016/j.conbuildmat.2016.12.064.
  • [42] N.J. Carino, “The impact-echo method: an overview”, in Structures 2001: A Structural Engineering Odyssey. ASCE, 2001, pp. 1-18, doi: 10.1061/40558(2001)15.
  • [43] ACI 211.1-91 Standard practice for selecting proportions for normal, heavyweight, and mass concrete. ACI, 2009.
  • [44] A. Zaki, M.A. Megat Johari, W.M.A. Wan Hussin, and Y. Jusman, “Experimental assessment of rebar corrosion in concrete slab using ground penetrating radar (GPR)”, International Journal of Corrosion, vol. 2018, pp. 1-10, 2018, doi: 10.1155/2018/5389829.
  • [45] ASTM G1-03 Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test. 2017.
  • [46] ASTM G31-72 Standard practice for laboratory immersion corrosion testing of metals. 2004.
  • [47] T. Su, J. Wu, Z. Zou, Z. Wang, J. Yuan, and G. Yang, “Influence of environmental factors on resistivity of concrete with corroded steel bar”, European Journal of Environmental and Civil Engineering, vol. 26, no. 4, pp. 1229-1242, 2022, doi: 10.1080/19648189.2019.1670265.
  • [48] A. Zaki and Z. Ibrahim, “Corrosion assessment of pre-corrosion concrete specimens using acoustic emission technique”, Journal of Engineering and Technological Sciences, vol. 53, no. 2, art. no 210111, 2021, doi: 10.5614/j.eng.technol.sci.2021.53.2.11.
  • [49] A. Zaki, M.A. Fikri, C.A. Wibisono, and S.A.P. Rosyidi, “Evaluating Pre-Corrosion and Post-Corrosion of Oil Palm Shell Concrete with Non-Destructive Testing”, Key Engineering Materials, vol. 942, pp. 137-162, 2023, doi: 10.4028/p-9qfaiq.
  • [50] R. Saravanakumar and V. Revathi, “Some durability aspects of ambient cured bottom ash geopolymer concrete”, Archives of Civil Engineering, vol. 63, no. 3, pp. 99-114, 2017, doi: 10.1515/ace-2017-0031.
  • [51] A.C. Rahita and A. Zaki, “Corrosion Analysis on Reinforcing Steel in Concrete Using the Eddy Current Method”, in 2023 3rd International Conference on Electronic and Electrical Engineering and Intelligent System (ICE3IS). IEEE, 2023, pp. 476-480, doi: 10.1109/ICE3IS59323.2023.10335487.
  • [52] F. Javanmardi and P. Léger, “Grouting of cracks in concrete dams: numerical modelling and structural behaviour”, Progress in Structural Engineering and Materials, vol. 7, no. 4, pp. 161-173, 2005, doi: 10.1002/pse.201.
  • [53] W.A. Thanoon, M. Jaafar, M.R.A. Kadir, and J. Noorzaei, “Repair and structural performance of initially cracked reinforced concrete slabs”, Construction and Building Materials, vol. 19, no. 8, pp. 595-603, 2005, doi: 10.1016/j.conbuildmat.2005.01.011.
  • [54] M. Soman and J. Mohan, “Rehabilitation of RC columns using ferrocement jacketing”, Construction and Building Materials, vol. 181, pp. 156-162, 2018, doi: 10.1016/j.conbuildmat.2018.05.206.
  • [55] K. Fukuyama, Y. Higashibata, and Y. Miyauchi, “Studies on repair and strengthening methods of damaged reinforced concrete columns”, Cement and Concrete Composites, vol. 22, no. 1, pp. 81-88, 2000, doi: 10.1016/S0958-9465(99)00044-X.
  • [56] K. Takiguchi, “An investigation into the behavior and strength of reinforced concrete columns strengthened with ferrocement jackets”, Cement and Concrete Composites, vol. 25, no. 2, pp. 233-242, 2003, doi: 10.1016/S0958-9465(02)00005-7.
  • [57] J. Feng, B. Chen,W. Sun, and Y. Wang, “Microbial induced calcium carbonate precipitation study using Bacillus subtilis with application to self-healing concrete preparation and characterization”, Construction and Building Materials, vol. 280, art. no. 122460, 2021, doi: 10.1016/j.conbuildmat.2021.122460.
  • [58] H.M. Jonkers, “Self healing concrete: a biological approach”, in Self healing materials: an alternative approach to 20 centuries of materials science. Springer, 2007, 195-204, doi: 10.1007/978-1-4020-6250-6_9.
  • [59] H. Azari, S. Nazarian, and D. Yuan, “Assessing sensitivity of impact echo and ultrasonic surface waves methods for nondestructive evaluation of concrete structures”, Construction and Building Materials, vol. 71, pp. 384-391, 2014, doi: 10.1016/j.conbuildmat.2014.08.056.
  • [60] S. Chatterjee and J.S. Simonoff, Handbook of regression analysis. John Wiley & Sons, 2013, doi: 10.1002/9781118532843.
  • [61] A.G. Asuero, A. Sayago, and A. González, “The correlation coefficient: An overview”, Critical Reviews in Analytical Chemistry, vol. 36, no. 1, pp. 41-59, 2006, doi: 10.1080/10408340500526766.
  • [62] C.V. Nguyen and P. Lambert, “Effect of current density on accelerated corrosion of reinforcing steel bars in concrete”, Structure and Infrastructure Engineering, vol. 14, no. 11, pp. 1535-1546, 2018, doi: 10.1080/15732479.2018.1459745.
  • [63] K. Olusola and A. Babafemi, “Effect of coarse aggregate sizes and replacement levels on the strength of palm kernel shell (PKS) concrete”, Civil Engineering Dimension, vol. 15, no. 1, pp. 43-50, 2013, doi: 10.9744/ced.15.1.43-50.
  • [64] K. Timčaková-Samarkova, M. Matysik, and Z. Chobola, “Possibilities of NUS and impact-echo methods for monitoring steel corrosion in concrete”, Materials and Technology, vol. 50, no. 4, pp. 565-570, 2016, doi: 10.17222/mit.2015.149.
  • [65] E. Çam, S. Orhan, and M. Lüy, “An analysis of cracked beam structure using impact echo method”, NDT & E International, vol. 38, no. 5, pp. 368-373, 2005, doi: 10.1016/j.ndteint.2004.10.009.
Identyfikator YADDA
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