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The impact of the agressive acid environment on RC constructions

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The main issue of the article is the corrosion of the reinforced concrete elements by the co-influence of the aggressive and power factors. The problem of corrosion is extremely actual one. Therefore the tests were carried out upon the specimens considering the corrosion in the acid environment, namely 10 % H2SO4. The acid environment H2SO4 was taken as a model of the aggressive environment. Conclusions concerning the corrosion model of the cross section and investigation of stress-strain state have been made. That material concerns the problem of the reinforced concrete corrosion as a whole construction. Reinforced concrete beams were tested with and without the co-action of the aggressive environment and power factor.
Wydawca
Rocznik
Strony
223--229
Opis fizyczny
Bibliogr. 19 poz., rys.
Twórcy
  • Lviv Polytechnic National University, Ukraine
autor
  • Lviv Polytechnic National University, Ukraine
  • Czestochowa University of Technology, Poland
autor
  • Lviv Polytechnic National University, Ukraine
Bibliografia
  • [1] Al. Sherrawi, M., Lyashenko, V., Edaan, E., Sotnik, L., 2018. Corrosion as a Source of Destruc-tion in Construction, International Journal of Civil Engineering and Technology, 9, 306-314.
  • [2] Abu-Tair, A., Rigden, S., Burley, E., 1996. Testing the Bond Between Repair Materials and Concrete Substrate, ACI Materials Journal, 93(6), 553-558.
  • [3] Blikharskyy, Z. Ya., Obukh, Y., 2018. Influence of the Mechanical and Corrosion Defects on the Strength of Thermally Hardened Reinforcement of 35GS Steel, Materials Science, 54.
  • [4] Blikharskyy, Z., Selejdak, J., Blikharskyy, Y., Khmil, R., 2019. Corrosion of Reinforce Bars in RC Constructions, System Safety: Human - Technical Facility - Environment, 1, 277-283. DOI: 10.2478/czoto-2019-0036.
  • [5] Blikharskyy, Z., Vashkevych, R., Vegera, P., Blikharskyy, Y., 2020. Crack Resistance of RC Beams on the Shear, Lecture Notes in Civil Engineering, 47. DOI: 10.1007/978-3-030-27011-7_3.
  • [6] Blikharskyy, Y., Khmil, R., Blikharskyy, Z., 2018. Research of RC Columns Strengthened by Carbon FRP Under Loading, Matec Web of Conferences, 174, 1-8. DOI: 10.1051/matecconf/201817404017.
  • [7] 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, 47. DOI: 10.1007/978-3-030-27011-7_4.
  • [8] 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.
  • [9] 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.pro-eng.2017.06.011.
  • [10] Fadhil, B., Al-Rumaithi, A., Al-Sherrawi, M., 2018. Properties of Reactive Powder Concrete with Different Types of Cement, International Journal of Civil Engineering and Technology, 9, 1313-1321.
  • [11] 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). DOI: 10.15587/1729-4061.2018.142750.
  • [12] Krainskyi, P., Blikharskyy, Y., Khmil, R., Vegera, P., 2020. Crack Resistance of RC Columns Strengthened by Jacketing, Lecture Notes in Civil Engineering, 47. DOI: 10.1007/978-3-030-27011-7_25.
  • [13] Krainskyi, P., Blikharskyy, Y., Khmil, R., Blikharskyy, Z., 2018. Experimental Study of the Srengthening Effect of Reinforced Concrete Columns Jacketed Under Service Load Level, Matec Web of Conferences, 183, 1-5. DOI: 10.1051/matecconf/201818302008.
  • [14] 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.
  • [15] Lobodanov, M., Vegera, P., Blikharskyy, Z., 2020. Planning Experiment for Researching Reinforced Concrete Beams with Damages, Lecture Notes in Civil Engineering, 47. DOI: 10.1007/978-3-030-27011-7_31.
  • [16] Selejdak, J., Blikharskyy, Y., Khmil, R., Blikharskyy, Z., 2020. Calculation of Reinforced Concrete Columns Strengthened by CFRP. Lecture Notes in Civil Engineering, 47. DOI: 10.1007/978-3-030-27011-7_51.
  • [17] 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, 1-6. DOI: 10.1051/matecconf/201818302002.
  • [18] Tayeh, B., Bakar, B.H., Megat, J., Megat, A., Voo, Y., 2013. Evaluation of Bond Strength between Normal Concrete Substrate and Ultra High Performance Fiber Concrete as a Repair Material, Procedia Engineering, 54, 554-563.
  • [19] Vegera, P., Vashkevych, R., Blikharskyy, Z., 2018. Fracture Toughness of RC Beams With Different Shear Span, Matec Web of Conferences, 174, 1-8. DOI: 10.1051/matecconf/201817402021
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-d10529c3-3ba8-44a8-a290-c0306e67ecad
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