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Computer modelling of RC beams reinforced with high strength rebars and steel plate

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The use of computers provides the opportunity to analyse and design complex structures, taking into account the geometric and physical nonlinearity of construction materials. In the article the study of stress-strain state of mixed steelconcrete beams, were presented. The results of this study showed that the method of calculation according to designe codes gave satisfactorily results of calculated strength compared with experiments. However, these methodes do not provide complete information of structural performance at all levels of load. For a more complete study of the stress-strain state and the physical nature of the processes occurring in steel-concrete structures reinforced with a mixed reinforcement, the calculation method using "Lira" software complex is proposed. The method of calculation is based on the finite element method. The calculation is made taking into account physical nonlinearity and real diagrams of σ-ε of materials using the nonlinear deformation law №14 of "Lira" software complex. The proposed method of calculation allows to determine the values of bearing capacity, the development of deformations and the beginning of crack formation, as well as stresses at all load levels.
Wydawca
Rocznik
Strony
304--310
Opis fizyczny
Bibliogr. 22 poz., rys., tab.
Twórcy
autor
  • Lviv Polytechnic National University, Department of Building Constructions and Bridges, 6 Karpinskogo Street, 79013, Lviv, Ukraine
  • Lviv Polytechnic National University, Department of Highways and Bridges, 6 Karpinskogo Street, 79013, Lviv, Ukraine
  • Lviv Polytechnic National University, Department of Building Constructions and Bridges, 6 Karpinskogo Street, 79013, Lviv, Ukraine
  • 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.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.
  • 3.Alghuff, A., Shihada, S., Tayeh, B., 2019. Comparative Study of Static and Response Spectrum Methods for Seismic Analysis of Regular RC Buildings, Journal of Applied Sciences.
  • 4.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.
  • 5.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.
  • 6.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
  • 7.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.
  • 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.proeng.2017.06.011
  • 10.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
  • 11.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.
  • 12.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.
  • 13.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)
  • 14.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
  • 15.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.
  • 16.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.
  • 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.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
  • 19.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
  • 20.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
  • 21.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.
  • 22.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-4978e653-1480-4a1e-be77-8cfd8c2d6349
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