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Corrosion of RC beams during time

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This article presented results of impact corrosion on reinforce concrete beams during time with previous loading. Before testing the RC beams were loaded by 37% and 75% from bearing-capacity load of undamaged corrosion beams. There were tested two types of beams. First type beams were tested under force loading action and second type beams were tested under force loading and corrosion action. As an aggressive environment were used the 10% solution of sulfuric acid H2SO4. Such environment takes place in separate chemical manufactures, galvanic workshops, flue pipes of thermal power plants. The results of experimental studies have established that the effect of the aggressive environment with simultaneous loading significantly impairs the stress-strain state of reinforced concrete beams. Bearing capacity due to the yielding of reinforcement bars for specimens with the simultaneous action of aggressive environment and previous loading of 37% and 75% takes place on 51…53 and 58…60 days. The destruction of these specimens, by crushing compressive concrete, at previous loading 37% occurred after 75…79 and at previous loading 75% - after 79…88 days. The history loading does not impact significantly on beams failure, on finite deflections and timing exhaustion bearing capacity since the start of the simultaneous action of aggressive environment and loading.
Wydawca
Rocznik
Strony
311--318
Opis fizyczny
Bibliogr. 20 poz., rys., tab.
Twórcy
  • 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
  • Czestochowa University of Technology, Faculty of Civil Engineering, Department of Concrete Structures and Geotechnics, 3 Akademicka Street, 42 200 Czestochowa, Poland
Bibliografia
  • 1.Al Saffar, D., Alsaad, A., Tayeh, B. 2019. Effect of Internal Curing on Behavior of High Performance Concrete: An Overview. Case Studies in Construction Materials, 10. 10.1016/j.cscm.2019.e00229.
  • 2.Al-Sherrawi, M., Lyashenko, V., Edaan, E., Sotnik, L., 2018. Corrosion as a Source of Destruction in Construction. International Journal of Civil Engineering and Technology. 9. 306-314.
  • 3.Blikhars’kyi, 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. 10.1007/s11003-018-0183-2.
  • 4.Blikharskyy, Y., Khmil, R., Blikharskyy, Z., 2018. Research of RC Columns Strengthened by Carbon FRP Under Loading, Matec Web of Conferences, 174, 18, DOI: 10.1051/matecconf/201817404017
  • 5.Blikharskyy, Z., Vegera, P., Vashkevych, R., Shnal, T., 2018. Fracture toughness of RC beams on the shear, strengthening by FRCM system. MATEC Web of Conferences. 183. 02009. 10.1051/matecconf/201818302009.
  • 6.Blikharskyy, Z., Selejdak, J., Blikharskyy, Y., Khmil, Roman., 2019. Corrosion of Reinforce Bars in RC Constructions. System Safety: Human - Technical Facility - Environment. 1. 277-283. 10.2478/czoto-2019-0036.
  • 7.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.
  • 8.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
  • 9.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.
  • 10.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, EasternEuropean Journal of Enterprise Technologies, 5/7 (95), DOI: 10.15587/17294061.2018.142750.
  • 11.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)
  • 12.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
  • 13.Krainskyi, P., Blikharskyy, Y., Khmil, R., Vegera, P., 2018. 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.
  • 14.Kramarchuk, A., Ilnytskyy, B., Lytvyniak, O., Grabowski, A., 2019. The increase of seismic stability for existing industrial buildings. AIP Conference Proceedings. 2077. 020029. 10.1063/1.5091890.
  • 15.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
  • 16.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
  • 17.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
  • 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. 10.1016/j.proeng.2013.03.050.
  • 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
  • 20.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-ecaca48b-4aaf-40bf-9c4f-6fa7895b40ed
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