Experimental Investigation and Computer-Generated Simulation of Reinforced Double-Tee Girders with a Wall of Oriented Standard Board

  • Authors

    • Andrii Dmytrenko
    • Tetiana Dmytrenko
    • Tetyana Derkach
    • Lina Klochko
    2018-10-13
    https://doi.org/10.14419/ijet.v7i4.8.27224
  • reinforced girder, reinforcement, cross-section, timber frame, oriented standard board, sized structures, computer-generated simulation.

  • The problem of sustaining capacity increasing of wooden structures and elements which operate in lateral deflection is always in the researchers’ focus of interest, this caused the composite wooden structures creation. One of the ways to improve and increase wooden structures’ technical-and-economical efficiency is bar reinforcement, which allows to increase structures’ resistibility and rigidness, safety and lasting quality.

    The results of experimental investigation of reinforced wooden I-beam with a web of oriented standard wall operation are given in this research paper. The peculiarity of this I-beam is boom fiber-glass reinforcement. The experiment task is to determine the operation characteristics and stress strain behavior of composite beam elements.

    In the article, the authors provided a description of the proposed and patented design constructive solution of reinforced double-tee girders with a wall of oriented standard board, which was made of two boards with 38 x 65 mm cross-section and 10 mm x 200 mm wall of oriented standard board (oriented standard board - OSB), which connected with epoxy adhesive, the height of beam is
    250 mm.

    The experiment results analysis of suggested I-beams with fiber-glass reinforcement was carried out, the operation under the load peculiarities and fracture mode was revealed.

     

     

  • References

    1. [1] Stoyanov VV (2005), Experimental studies of I-beams of wooden beams. [Eksperimentalnyie issledovaniya dvutavrovyih derevyannyih balok] Modern building structures of metal and wood, Vol. 1, pp: 208-213.

      [2] Stoyanov VV (2013), Strengthening of beam constructions the method of layer re-enforcement. [Usilenie balochnyih konstruktsiy metodom posloynogo armirovaniya]. News of institutes of higher. Building. No. 11, рр: 44 - 47.

      [3] Bodnarchuk T., Nikiforyak S., Ivchuk M. â€Investigation of the bearing capacity of wooden beams reinforced outer reinforcement tapeâ€, The Journal of Lviv National Agrarian University, No.15, (2014), pp:68-74, available online: http://nbuv.gov.ua/ UJRN/Vldau_2014_15_14, last visit:08.06.2018.

      [4] Bashynskyy OI, Вodnarchuk ТВ, Peleshko MZ (2014), The bearing capacity and fire resistance ofwooden beams reinforced with external tape armature. Announcer of the Lviv state university of safety of vital functions. No. 9, рр:184-189, available online: http://nbuv.gov.ua/UJRN/Vldubzh_2014_9_27, last visit: 11.07.2018.

      [5] Demchyna BG, Oleksin GM, Surmay MI (2012), Announcer of the Lviv state university of safety of vital functions. Announcer LPNUI: Theory and practice of building. Vol. 1, No. 737, рр:84-88, available online: http://vlp.com.ua/node/9671, last visit:13.07.2018.

      [6] Demchyna BG, Oreshkin DO, Surmay MI, Kravz AR, Blyakha RT (2010), Experimental research of work made of board the glued beams of reinforced by a metallic and non-metal armature. Announcer LPNUI: Theory and practice of building. No. 697, рр:87-92, available online: http://ena.lp.edu.ua:8080/ bitstream/ntb/10395/1/18.pdf, last visit:17.08.2018.

      [7] Demchyna BG, Surmay MI, Kravz AR, Blyakha RT (2010), Experience in manufacturing of plankglue beams with non-metal fittings. Announcer DonNACEA. Vol. 5, No. 85, pp: 193-197.

      [8] Demchyna BG, Surmay MI, , Oleksin GM, Kravz AR, Blyakha RT (2010), Experimental research of tripping of metallic and non-metal armature is with the glued wood. Announcer NUWEE. Vol. 4, No. 52, pp:112-119, available online: http://ep3.nuwm.edu.ua/7472/, last visit:19.08.2018.

      [9] Schuko, VYu (1969), Researches of bearing strength of the reinforced wooden beams. Building and architecture. No.2, pp: 22–28.

      [10] Schuko VYu, Roschina SI, Repin VA (1996), Glued timber-works with rational re-enforcement Modern problems of perfection and development of metallic, wooden and plastic constructions.
      pp:72–76.

      [11] Roshchina SI (2008), Reinforcement – Efficient Means of Increasing Reliability and Durability of Wooden Structures. Forestry Journal. pp:71-74. available online: https://cyberleninka.ru/article/ n/armirovanie- effektivnoe-sredstvo-povysheniya-nadezhnosti-i-dolgovechnosti-derevyannyh-konstruktsiy/, last visit:19.08.2018.

      [12] DBN Ð’.2.6-161:2017 (2017), Wooden Structures. substantive provisions. ÐœRRBJKG. p. 111.

      [13] Nowak T. (2016), Strength enhancement of timber beams using steel plates – Review and experimental tests. Drewno. No 59. pp:75-90. 10.12841/wood.1644-3985.150.06.

      [14] Pilarde RG, Alfonso CE, M.Nieves GG (2013), Bending reinforcement of timber beams with composite carbon fiber and basalt fiber materials – Composites Part B: Engineering – Vol.55, pp: 528-536, available online: https://doi.org/ 10.1016/j.compositesb.2013.07.016.

      [15] Gugutsidze G, DraÅ¡koviÄ F. (2011), Reinforcement of timber beams with carbon fibers reinforced plastics. Slovak Journal of Civil Engineering. Vol. 18. pp: 13–18, doi: https://doi.org/10.2478/v10189-010-0006-4.

      [16] Fiorellia J, Alves DA (2003), Analysis of the Strength and Stiffness of Timber Beams Reinforced with Carbon Fiber and Glass Fiber. Materials Research. Vol. 6, No.2, http://dx.doi.org/10.1590/S1516-14392003000200014.

      [17] Alfred BD & Cheng J.J. (1996), Glass fiber reinforced glued laminated wood beams. Department of Civil Engineering University of Alberta Edmonton., p100.

      [18] Zenkevich O, Chang I, Metod eventual elements in the theory of buildings and in mechanics of continuous environments. M:Bowels of the earth. (1974), p. 240.

      [19] Mukhamediev TA, Makhno AS, Ivanov A (2004), Calculation of reinforce-concrete sthenes by the method of eventual elements. The Reinforce-concrete constructions of buildings of large floor: materials scientifically to the practical conference. p. 67-75.

      [20] Shmukler VS, Klimov YuA, Burak NP The Framework systems of the facilitated type. Gold pages. (2008). p:336

      [21] Kurochkina IV, Milokhova VI, Mokshanova RA, Voronkova GV (2017), Solution of spatial frame structure with large node displacements by finite elements method in a mixed form. International Research Journal. Vol. 61, No.2, рp:45-50. https://doi.org/10.23670/IRJ.2017.61.057.

      [22] Dmytrenko AO, Dmytrenko TA, Pavlenko AO (2018), The wooden reinforced j-beam is made. UA 125932 МПК E04C 3/12 (2006.01) 25/05/2018 Bul. 10.

      [23] Mitrofanov, V. P., Pinchuk, N. M., & Mitrofanov, P. B. (2014). The primary design conceptions of concrete and reinforced concrete structures in the ADM model code. Paper presented at the 4th International Fib Congress 2014: Improving Performance of Concrete Structures, FIB 2014 - Proceedings, 259-261.

      [24] Kochkarev, D., & Galinska, T. (2017). Calculation methodology of reinforced concrete elements based on calculated resistance of reinforced concrete. Paper presented at the MATEC Web of Conferences, , 116 https://doi.org/10.1051/matecconf/201711602020

      [25] Yermolenko, D., Pents, V., Golovko, G., & Murza, S. (2017). Development of a procedure for the evaluation of the stressed-deformed state of pipe-concrete elements that are stretched off-center. EasternEuropean Journal of Enterprise Technologies, 4(7-88), 4-9. https://doi.org/10.15587/1729-4061.2017.106844

      [26] Piskunov, V. G., Goryk, A. V., & Cherednikov, V. N. (2000). Modeling of transverse shears of piecewise homogeneous composite bars using an iterative process with account of tangential loads. 1. construction of a model.Mechanics of Composite Materials, 36(4), 287-296. https://doi.org/10.1007/BF02262807

      [27] Yurin, O., Azizova A. & Galinska, T. (2018). Study of heat shielding qualities of a brick wall corner with additional insulation on the brick Paper presented at the MATEC Web of Conferences, , 230 https://doi.org/10.1051/matecconf/201823002039

      [28] Leshchenko M. V., Semko V. O. Thermal characteristics of the external walling made of cold-formed steel studs and polystyrene concrete. Magazine of Civil Engineering. № 8, (2015), pp. 44–55. https://doi.org/10.5862/MCE.60.6

      [29] Semko O., Yurin O., Avramenko Yu., Skliarenko S. Thermophysical aspects of cold roof spaces. MATEC Web of Conferences. Vol. 116, (2017), р. 02030. https://doi.org/10.1051/matecconf/201711602030

      [30] Yurin O., Galinska T. Study of heat shielding qualities of brick wall angle with additional insulation located on the outside fences. MATEC Web of Conferences. Vol. 116, (2017), р. 02039. https://doi.org/10.1051/matecconf/201711602039

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    Dmytrenko, A., Dmytrenko, T., Derkach, T., & Klochko, L. (2018). Experimental Investigation and Computer-Generated Simulation of Reinforced Double-Tee Girders with a Wall of Oriented Standard Board. International Journal of Engineering & Technology, 7(4.8), 115-119. https://doi.org/10.14419/ijet.v7i4.8.27224