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Corrosion of reinforce bars in RC constructions

Treść / Zawartość
Identyfikatory
Warianty tytułu
Konferencja
7th International Conference System Safety: Human - Technical Facility - Environment, CzOTO 2018 (7 ; 12-14.12.2018 ; Zakopane, Poland)
Języki publikacji
EN
Abstrakty
EN
In this article presented results of researching corrosion of steel bars in aggressive environment in time under loading. For researching were used special equipment. The experience and research works shown that steel bars in the crack cross-section area can be corrode. With increasing width of crack in re-bars and power of aggressive of environment increased the level of corrosion and decreased time of progress. The level of danger of corrosion in the crack in depend of specialty of steel bars. It is geometry parameters of steel bars and characteristic of corrosive behaviour. The general tendency of the influence of various defects on the strength of steels is widely studied experimentally and theoretically only for geometrically correct stress concentrators. For damages that are irregular in shape, such as corrosion ulcers, significantly less researching in each case must experiment to find their effect on the mechanical properties of steels. In this work the influence of simultaneous action of the aggressive environment and loading on strength of steel rebars has been described.
Wydawca
Rocznik
Strony
277--283
Opis fizyczny
Bibliogr. 23 poz., rys., tab.
Twórcy
  • Czestochowa University of Technology, Faculty of Civil Engineering, Department of Concrete Structures of Geotechnics, 3 Akademicka Street, 42-200 Czestochowa, Poland 42 200, Czestochowa, Poland
  • Czestochowa University of Technology, Faculty of Civil Engineering, Department of Concrete Structures of Geotechnics, 3 Akademicka Street, 42-200 Czestochowa, Poland
  • Lviv Polytechnic National University, Department of Highways and Bridges, 6 Karpinskogo Street, 79013, Lviv, Ukraine
autor
  • Lviv Polytechnic National University, Department of Building Constructions and Bridges, 6 Karpinskogo Street, 79013, Lviv, Ukraine
Bibliografia
  • [1] Abu-Tair, A., Rigden, S., Burley, E., 1996. Testing the Bond Between Repair Materials and Concrete Substrate. ACI Materials Journal, 93(6), 553-558.
  • [2] Blikharskyy, Y., Khmil, R., Blikharskyy, Z., 2018. Research of RC Columns Strengthened by Carbon FRP Under Loading. Matec Web of Conferences, 174, 04017, DOI: 10.1051/matecconf/201817404017
  • [3] Bobalo, T., Blikharskyy, Y., Vashkevich, R., Volynets, M., 2018. Bearing capacity of RC beams reinforced with high strength rebars and steel plate. Matec Web of Conferences, 230, 02003, DOI: 10.1051/matecconf/201823002003
  • [4] Brózda, K., Selejdak, J., Koteš, P., 2017. The Analysis of Beam Reinforced with FRP Bars in Bending. Procedia Engineering, 192, 64-68, DOI: 10.1016/j.proeng.2017.06.011
  • [5] Cheng, Y., Hanif, A., Chen, E., Ma, G., Li, Z., 2018. Simulation of a Novel Capacitive Sensor for Rebar Corrosion Detection. Construction and Building Materials, 174, 613-624, DOI: 10.1016/j.conbuildmat.2018.04.133
  • [6] Dudek, A., Lisiecka, B., Ulewicz, R., 2017. The Effect of Alloying Method on the Structure and Properties of Sintered Stainless Steel. Archives of Metallurgy and Materials, 62(1), 281-287, DOI: 10.1515/amm-2017-0042
  • [7] Kos Ž., Gotal Dmitrović, L., Klimenko, E., 2017. Developing a Model of a Strain (Deformation) of a Damaged Reinforced Concrete Pillar in Relation to a Linear Load Capacity. Technical Journal, 11(4), 150-154, (https://hrcak.srce.hr/190990)
  • [8] Kotsovou,G.M., Cotsovos, D.M., 2018. Shear Failure Criterion for RC T-Beams. Engineering Structures, 160, 44-45, DOI: 10.1016/j.engstruct.2017.12.044
  • [9] Khmil, R., Tytarenko R., Blikharskyy, Y., Vegera, P., 2018. Development of the procedure for the estimation of reliability of reinforced concrete beams, strengthened by building up the stretched reinforcing bars under load. Eastern-European Journal of Enterprise Technologies, 5(7), (95), 32-42, DOI: 10.15587/1729-4061.2018.142750.
  • [10] Krainskyi, P., Blikharskyy, Y., Khmil, R., Blikharskyy, Z., 2018a. Experimental Study of the Strengthening Effect of Reinforced Concrete Columns Jacketed Under Service Load Level. Matec Web of Conferences, 183, 02008, DOI: 10.1051/matecconf/201818302008
  • [11] Krainskyi, P., Blikharskyy, Y., Khmil, R., Vegera, P., 2018b. Influence of loading level on the bearing capacity of RC columns strengthened by jacketing. Matec Web of Conferences, 230, 02013, DOI: 10.1051/matecconf/201823002013
  • [12] Lipiński, T., 2017. Corrosion of S235JR Steel in NaCl Environment at 3 Degrees C. 26th International Conference on Metallurgy and Materials, Ostrava, Tanger, 660-665.
  • [13] Mazur, M., 2016. Assumptions Concept of Lean Processes in the Organization of the Work on Example the Production of Building Components. Production Engineering Archives, 13(4), 41-43, DOI: 10.30657/pea.2016.13.09
  • [14] Muchaidze, I., Pommerenke, D., Chen, G., 2011. Steel Reinforcement Corrosion Detection with Coaxial Cable Sensors. Proceedings of SPIE, 7981, 79811L, DOI: 10.1117/12.879770
  • [15] Pietraszek, J., Goroshko, A., 2014. The Heuristic Approach to the Selection of Experimental Design, Model and Valid Pre-Processing Transformation of DoE Outcome. Advanced Materials Research, 874, 145-149, DOI: 10.4028/www.scientific.net/AMR.874.145
  • [16] Pliszka, I., Radek, N., 2017. Corrosion Resistance of WC-Cu Coatings Produced by Electrospark Deposition. Procedia Engineering, 192, 707-712, DOI: 10.1016/j.proeng.2017.06.122
  • [17] Pradhan, B., & Bhattacharjee, B., 2011. Rebar Corrosion in Chloride Environment. Construction and Building Materials, 25(5), 2565-2575 DOI: 10.1016/j.conbuildmat.2010.11.099
  • [18] Selejdak, J., Khmil R., Blikharskyy, Z., 2018. The Influence of Simultaneous Action of the Aggressive Environment and Loading on Strength of RC Beams. Matec Web of Conference, 183, 02002, DOI: 10.1051/matecconf/201818302002
  • [19] Selejdak, J., Ulewicz, R., Ingaldi, M., 2014. The Evaluation of the Use of a Device for Producing Metal Elements Applied in Civil Engineering. 23rd International Conference on Metallurgy and Materials, Ostrava, Tanger, 1882-1888.
  • [20] Sobol, K., Blikharskyy, Z., Petrovska, N., Terly’a, V., 2014. Analysis of Structure Formation Peculiarities during Hydration of Oil-Well Cement with Zeolitic Tuff and Metakaolin Additives. Chemistry & Chemical Technology 8(4), 461-465 DOI: 10.23939/chcht08.04.461
  • [21] Vegera, P., Vashkevych, R., Blikharskyy, Z., 2018. Fracture Toughness of RC Beams With Different Shear Span. Matec Web of Conferences, 174, 02021, DOI: 10.1051/matecconf/201817402021
  • [22] Yang, M., Zhou, J., Zhang, H., Liao, L., Zhao, R., 2018. Magnetic Memory Detection of Rebar Corrosion in Concrete. Journal of Building Materials, 21, 345-350. DOI: 10.3969/j.issn.1007-9629.2018.02.028
  • [23] Zhang, Q., Mol’kov, Y.V., Sobko, Y.M., Blikhars’kyi, Y.Z., Khmil, R.E., 2015. Specific Fracture Energy of Thermally Hardened Reinforcement. Materials Science, 50(6), 824-829.
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-01bb2055-c3c8-4d04-b350-6d5d018290d7
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