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Corrosion of RC elements` reinforcement and its influence on the stress-strain state

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The stress-strain state of reinforced concrete elements is rather complicated issue of scientific research, which integrates different factors, such as the load type, atmospheric conditions, various defects, damages, geometric deviations. It is commonly known that corrosion of reinforced concrete elements affects both the strength and deformation parameters of the structure significantly; thus, internal stresses` parameters are also influenced. Therefore, detailed theoretical investigation of this issue is the main goal of this article. The detailed literature review and thorough analysis was conducted concerning previous experimental and theoretical studies of the corrosion defects` influence on the reinforced concrete elements` stress-strain state. Existing data and results were systematized and analyzed. On the basis of provided research it could be concluded that the reinforced concrete elements` stressstrain state greatly depends on existing damages and impurities. The stress-strain state could be complicated on micro-scale due to material chemical and mechanical peculiarities; simultaneously on macro-scale the bearing capacity is of the structure could be reduced in general. In the articles existing methods for this issue simulation and evaluation are described and perspective fields for further research are identified. The practical significance of the article is due to complex approach to the research and multilateral identification of the main issue key points.
Wydawca
Rocznik
Strony
214--220
Opis fizyczny
Bibliogr. 34 poz.
Twórcy
  • Lviv Polytechnic National University, Ukraine
  • Lviv Polytechnic National University, Ukraine
  • Czestochowa University of Technology, Poland
Bibliografia
  • 1.Adhikary, S. D., Li, B., Fujikake, K., 2015. Residual resistance of impact-damaged reinforced concrete beams, Magazine of Concrete Research, 67(7), 364-378, DOI: 10.1680/macr.14.00312.
  • 2.Ayinde, O. O., Zuo, X. B., Yin, G. J.,2019. Numerical analysis of concrete degradation due to chloride-induced steel corrosion, Advances in concrete construction, 7(4), 203-210, DOI: 10.12989/acc.2019.7.4.203.
  • 3.Azizov, T. N., Kochkarev, D. V., Galinska, T. A., 2019. New design concepts for strengthening of continuous reinforced-concrete beams, In IOP Conference Series: Materials Science and Engineering, 2019, 708 (1), 012040, DOI: 10.1088/1757- 899X/708/1/012040.
  • 4.Blikharskyy, Y.Z., 2019. Anisotropy of the Mechanical Properties of Thermally Hardened A500s Reinforcement, Mater Sci, 55, 175-180, DOI: 10.1007/s11003- 019-00285-0.
  • 5.Blikharskyy, Z., Shnal, T., Khmil, R., 2017. The influence of the damaged reinforcing bars on the stress-strain state of the rein-forced concrete beams, Production Engineering Archives, 14, DOI: 10.30657/pea.2017.14.06.
  • 6.Blikharskyy, Z., Vashkevych, R., Vegera, P., Blikharskyy, Y., 2020. Crack Resistance of RC Beams on the Shear, Lecture Notes in Civil Engineering, Springer, Cham, 47, 17-24, DOI: 10.1007/978-3-030-27011-7_3.
  • 7.Bobalo, T., Blikharskyy, Y., Kopiika, N., Volynets, M., 2019. Theoretical analysis of RC beams reinforced with high strength rebar’s and steel plate, IOP Conf. Series: Materials Science and Engineering, 708(1), 012045, DOI: 10.1088/1757- 899X/708/1/012045.
  • 8.Bobalo, T., Blikharskyy, Y., Kopiika, N., Volynets, M., 2020. Serviceability of RC Beams Reinforced with High Strength Rebar’s and Steel Plate, Lecture Notes in Civil Engineering, Springer, Cham, 47, 25-33, DOI: 10.1007/978-3-030-27011-7_4.
  • 9.Christodoulou, C., Goodier, C. I.,2014. Corrosion management of reinforced concrete structures, Concrete (London), 37-39.
  • 10.Dai, L., Bian, H., Wang, L., Potier-Ferry, M., Zhang, J., 2020. Prestress Loss Diagnostics in Pretensioned Concrete Structures with Corrosive Cracking, Journal of Structural Engineering, 146(3), 04020013, 1-11, DOI: 10.1061/(ASCE)ST.1943- 541X.0002554.
  • 11.Fouzia, B., Fouzi, H.M., Noureddine, F., 2019. Concrete Structures and the Aggressive Environments: Experimental and Numerical Simulation, Conference: International Conference on Water, Informatics, Sustainability, and Environement iWISE2019, At: Carleton University - Ottawa, 1-10.
  • 12.Habita, M. F., 1992. Contribution to the Study of the Alkali-Silica-Reaction Effect, on the Mechanical Behaviour of Reinforced Concrete Beams, PhD Thesis. Thesis for obtaining of doctorate diploma.
  • 13.Indeitsev, D.A., Porubov, A.V., Skubov. D. Yu., Lukin, A.V., Popov, I. A., Vavilov, D.S. 2018. On the influence of the microstructure on stress-strain state of the material, Materials Physics and Mechanics, 35, 66-70, DOI: 10.18720/MPM.3512018_9.
  • 14.Jung, J. S., Lee, B. Y., Lee, K. S., 2019. Experimental study on the structural performance degradation of corrosion-damaged reinforced concrete beams, Advances in Civil Engineering, 1, 1-14, DOI: 10.1155/2019/9562574.
  • 15.Karpiuk, V. M., Syomina, Y. A., Antonova, D. V., 2019. Bearing Capacity of Common and Damaged CFRP-Strengthened RC Beams Subject to High-Level Low-Cycle. Loading, In Materials Science Forum, 968, 185-199, DOI:10.4028/www.scientific.net/MSF.968.185
  • 16.Khmil, R., Tytarenko, R., Blikharskyy, Y., Vashkevych, R., 2019. Influence of load level during strengthening of reinforced concrete beams on their reliability, In IOP Conference Series: Materials Science and Engineering, IOP Publishing, 2019, 708(1), 012054, DOI:10.1088/1757-899X/708/1/012054.
  • 17.Khmil, R.E., Vashkevych, R.V., Blikharskyy, J.Z., 2009. Stress-deformed state of reinforced concrete beams damaged by the aggressive environment. Bulletin of the "Lviv Polytechnic" National University.Theory and practice of construction (655), 278–285.
  • 18.Kos, Ž., Klimenko, Y., 2019. The Development of Prediction Model for Failure Force of Damaged Reinforced-Concrete Slender Columns, Tehnički vjesnik, 26(6), 1635- 1641, DOI: https://doi.org/10.17559/TV-20181219093612.
  • 19.Krainskyi, P., Blikharskyy, Y., Khmil, R., Vegera, P., 2020. Crack Resistance of RC Columns Strengthened by Jacketing, Lecture Notes in Civil Engineering, Springer, Cham, 47, 195-201, DOI: 10.1007/978-3-030-27011-7_25.
  • 20.Küter, A., Geiker, M. R., Olesen, J. F., Stang, H., Dauerschmidt, C., Raupach, M., 2005. Chloride Ingress in Concrete Cracks under Cyclic Loading, in Proceedings of Third International Conference on Construction Materials, ConMat’05, Vancouver, Canada.
  • 21.Le, D. B., Tran, S. D., Dao, V. T., Torero, J., 2017. Deformation capturing of concrete structures at elevated temperatures, Procedia engineering, 210, 613-621. DOI: 10.1016/j.proeng.2017.11.121.
  • 22.Mackechnie, J. R., Alexander, M. G., 2001. Repair principles for corrosion-damaged reinforced concrete structures, Research monograph, 5.
  • 23.Pavlikov, A., Kosior-Kazberuk, M., Harkav, O. 2018. Experimental testing results of reinforced concrete beams under biaxial bending, International Journal of Engineering & Technology, 7(3.2), 299-305, DOI: 10.14419/ijet.v7i3.2.14423.
  • 24.Radchenko, A., Radchenko, P., Batuev, S., Plevkov, V., 2019. Modeling of fracture of reinforced concrete structures under impact, Architecture and Engineering. 4(3), 22- 29, DOI: 10.23968/2500-0055-2019-4-3-22-29.
  • 25.Šahinagić-Isović, M., Cecez, M., 2013. Stress-strain state analysis of reinforced concrete beams with steel fibers, Conference: Fiber concrete, At: Prague 1-10.
  • 26.Selejdak, J., Blikharskyy, Y., Khmil, R., Blikharskyy, Z., 2020. Calculation of Reinforced Concrete Columns Strengthened by CFRP, Lecture Notes in Civil Engineering, Springer, Cham, 47, 400-410. DOI: 10.1007/978-3-030-27011-7_51.
  • 27.Slaitas, J., Valivonis, J., Rimkus, L., 2020. Evaluation of stress-strain state of FRP strengthened RC elements in bending. Fracture mechanics approach, Composite Structures, 233, 111712, DOI: 10.1016/j.compstruct.2019.111712.
  • 28.Statsenko, N., Mitasov, V., 2018. Control of stress-strain state in double-span reinforced concrete beams, In MATEC Web of Conferences, EDP Sciences, 143(3), 01007, DOI: 10.1051/matecconf/201814301007.
  • 29.Teplý, B., Novák, D., 2012. Limit states of concrete structures subjected to environmental actions, Engineering Mechanics, 99, 1363-1367.
  • 30.Thomas, M.D.A., Fournier, B., Folliard, K.J., 2013. Alkali-Aggregate Reactivity (AAR) Facts Book (No.FHWA-HIF-13-019), Federal Highway Administration. Office of Pavement Technology, United States.
  • 31.Tryapitsin, Y., Pakhomov, V., Voinov, S., 2019. Analysis and regulation of the stressstrain state of structures with reliability, E3S Web of Conferences. EDP Sciences, 138, 01016, DOI: 10.1051/e3sconf/201913801016.
  • 32.Varlamov, A., Rimshin, V., Tverskoi, S., 2019. A method for assessing the stress-strain state of reinforced concrete structures, EDP Sciences. In E3S Web of Conferences, 91, 02046, DOI: 10.1051/e3sconf/20199102046.
  • 33.Vatulia, G., Lobiak, A., Chernogil, V., Novikova, M., 2019. Simulation of Performance of CFST Elements Containing Differentiated Profile Tubes Filled with Reinforced Concrete, In Materials Science Forum, 968, 281-287, DOI: 10.4028/www.scientific.net/MSF.968.281.
  • 34.Zandi, H. K., 2010. Structural behaviour of deteriorated concrete structures, Chalmers University of Technology.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ae0bf0f0-025c-4c76-a450-d4ff85520282
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