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Tytuł artykułu

Parametric analysis of the reinforcement of glued laminated timber beams with composite bars containing basalt fiber

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Due to the greater importance put on the environment in the construction industry, wood, being a natural building material, has become more popular. It is of particular importance in the case of making elements with high aesthetic value and resistant to chemical corrosion. Due to high strength and, at the same time low weight, composite materials, especially fibrous composites, are also increasingly used. Among the fibrous composites, basalt fiber materials that are of natural origin and are ecological deserve attention. Therefore, the possible benefits resulting from the combination of two ecological materials was considered. In Ansys 16.1, a numerical model was created for parametric tests, assuming various construction configurations. In the ANSYS program, beams made of glued laminated timber, reinforced with BFRP bars, were modeled in various configurations of beam height, bar length, and bar distance from the lower and upper edge of the cross-section. The best results were obtained for the highest-height reinforced beams.
Rocznik
Tom
Strony
113--121
Opis fizyczny
Bibliogr. 18 poz., rys., tab.
Twórcy
  • Czestochowa University of Technology, Poland
Bibliografia
  • 1.Azinovic, B., Danielsson, H., Serrano, E. & Kramar M. (2019) Glued-in rods in cross laminated timber - Numerical simulations and parametric studiem. Construction and Building Materials, 212, 431-441.
  • 2.Bedon, Ch. & Fragiacomo, M. (2019) Numerical analysis of timber-to-timber joints and composite beams with inclined self-tapping screws. Composite Structures, 207, 13-28.
  • 3.Del Coz Díaz, J.J., García Nieto, P.J., Lozano Martínez-Luengas, A., Suarez Domínguez, F.J. & Domínguez Hernández, J. (2013) Non-linear numerical analysis of plywood board timber connections by DOE-FEM and full-scale experimental validation. Engineering Structures, 49, 76-90.
  • 4.Fossetti, M., Minafò, G. & Papia, M. (2015) Flexural behaviour of glulam timber beams reinforced with FRP cords. Construction and Building Materials, 95, 54-64.
  • 5.Glišović, I., Stevanović, B. & Todorovic, M. (2016) Flexural reinforcement of glulam beams with CFRP plates. Materials and Structures, 49, 2841-2855.
  • 6.Khelifa, M., Auchet, S., Méausoone, P.J. & Celzard, A. (2015) Finite element analysis of flexural strengthening of timber beams with Carbon Fibre-Reinforced Polymers. Engineering Structures, 101, 364-375.
  • 7.Khelifa, M., Celzard, A., Oudjene, M. & Ruelle, J. (2016) Experimental and numerical analysis of CFRP-strengthened finger-jointed timber beams. International Journal of Adhesion & Adhesives, 68, 283-297.
  • 8.O’Ceallaigh, C., Sikora, K., McPolin, D. & Harte, A.M. (2018) An investigation of the viscoelastic creep behaviour of basalt fibre reinforced timber elements. Construction and Building Materials, 187, 220-230.
  • 9.PN-EN 14080:2013-07 Konstrukcje drewniane - Drewno klejone warstwowo i drewno lite klejone warstwowo - Wymagania.
  • 10.PN-EN 338:2016-06 Drewno konstrukcyjne - Klasy wytrzymałości.
  • 11.Raftery, G.M. & Kelly, F. (2015) Basalt FRP rods for reinforcement and repair of timber. Composites: Part, 70, 9-19.
  • 12.Sandhaas, C., Sarnaghi, A.K. & van de Kuilen, J. W. (2020) Numerical modelling of timber and timber joints: computational aspects. Wood Science and Technology, 54, 31-61.
  • 13.Sirumbal-Zapata, L.F., Málaga-Chuquitaype, Ch. & Elghazouli, A.Y. (2018) A three-dimensional plasticity-damage constitutive model for timber under cyclic loads. Computers and Structures, 195, 47-63.
  • 14.Tran, T-T., Thi, V-D., Khelifa, M., Oudjene, M. & Rogaume, Y. (2018) A constitutive numerical modelling of hybrid-based timber beams with partial composite action. Construction and Building Materials, 178, 462-472.
  • 15.Vahedian, A., Shrestha, R. & Crews, K. (2019) Experimental and analytical investigation on CFRP strengthened glulam laminated timber beams: Full-scale experiments. Composites Part B, 164, 377-389.
  • 16.Xu, B.-H., Bouchaïr, A., Taazount, M. & Racher, P. (2013) Numerical simulation of embedding strength of glued laminated timber for dowel-type fasteners. Journal of Wood Science, 59, 17-23.
  • 17.Yang, H., Liu, W., Lu, W., Zhu, S. & Geng, Q. (2016) Flexural behavior of FRP and steel reinforced glulam beams: Experimental and theoretical evaluation. Construction and Building Materials, 106, 550-563.
  • 18.Zhang, J., He, M. J. & Li, Z. (2018) Numerical analysis on tensile performance of bolted glulam joint with initial local cracks. Journal of Wood Science, 64, 364-376.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b6f5c434-32f6-49e0-a670-ca6669dea04b
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