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Experimental investigations of load-bearing capacity of composite timber-glass I-beams

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EN
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EN
This article discusses the load-bearing capacity of composite timber-glass I-beams, which are interesting alternative beams of ceilings and roofs. The reasoning behind the use of timber-glass I-beams is the combination of the best features of both materials – this enables the creation of particularly safe beams with regard to structural stability and post-breakage load capacity. The article is focused on the post-breakage capacity of composite timber-glass I-beams subjected to quasi static bending load and multi-variable bending load. The main purpose of such scope of work was to show the influence of multi-variable loading on the composite timber-glass I-beams.
Rocznik
Strony
956--964
Opis fizyczny
Bibliogr. 32 poz., rys., tab., wykr.
Twórcy
autor
  • Cracow University of Technology, 24 Warszawska Str., 31-155 Cracow, Poland
autor
  • Cracow University of Technology, 24 Warszawska Str., 31-155 Cracow, Poland
Bibliografia
  • [1] K. Kreher, Load introduction with timber. Timber as reinforcement for glued composites (shear-walls, I-beams) structural safety and calculation-model, 2006 Portland.
  • [2] C. Schittich, et al., Glass Construction Manual, 2nd revised and expanded edition, Birkhauser, Monachium, 2007.
  • [3] J. Wurm, Glass Structures: Design and Construction of Self- Supporting Skins, Birkhäuser, 2007.
  • [4] Indian Standards, Code of practice for use of glass in buildings (n.d.)
  • [5] C. Bedon, C. Louter, Exploratory numerical analysis of SG-laminated reinforced glass beam experiments, Eng. Struct. (2014) 457–468.
  • [6] J. Belis, C. Louter, K. Verfaillie, R. Van Impe, D. Callewaert, The effect of post-tensioning on the buckling behaviour of a glass T-beam. Monachium, 2006, 129–136.
  • [7] F.P. Bos, F.A. Veer, G.J. Hobbelman, P.C. Louter, Stainless steel reinforced and post-tensioned glass beams, Politecnico di Bari, 2004, pp. 1–9.
  • [8] C. Louter, Adhesively bonded reinforced glass beams, Heron (2007) 31–57.
  • [9] C. Louter, J.F. van Heusden, F. Veer, J. Vamersky, H.R. de Boer, J. Versteegen, Post-tensioned glass beams, Fract. Nano Eng. Mater. Struct. (n.d.) 597–598.
  • [10] J.H. Nielsen, J.F. Olesen, Post-crack capacity of mechanically reinforced glass beams (MRGB), Fract. Mech. Concrete Concrete Struct. (2010) 370–376.
  • [11] A.B. Ølgaard, J.H. Nielsen, J.F. Olesen, Design of mechanically reinforced glass beams – modelling and experiments, Struct. Eng. Int. (2009) 130–136.
  • [12] L. Blyberg, E. Serrano, Timber/Glass adhesively bonded I-beams (n.d.).
  • [13] D. Ungermann, E. Preckwinkel, Structural behaviour of hybrid steel-glass beams. TU Delft, Maj, 2011, 485–495.
  • [14] J. Hamm, Tragverhalten von Holz und Holzwerkstoffen im statischen Verbund mit Glas, (PhD Thesis), École Polytechnique Fédérale de Lausanne, 2000.
  • [15] J. Hamm, Development of timber-glass prefabricated structural elements. Lahti, 2001, 41–46.
  • [16] K. Kreher, Tragverhalten und Bemessung von Holz-Glas- Verbundträgern unter Berücksichtigung der Eigenspannungen im Glas, (Rozprawa doktorska), École Polytechnique Fédérale de Lausanne, 2004.
  • [17] P. Cruz, J. Pequeno, Timber-glass composite beams: mechanical behaviour and architectural solutions. Delft, 2008, 439–449.
  • [18] L. Blyberg, E. Serrano, B. Enquist, M. Sterley, Adhesive joints for timber/glass applications – part 1: mechanical properties in shear and tension (n.d.).
  • [19] L. Blyberg, M. Lang, K. Lundstedt, M. Schander, E. Serrano, M. Silfverhielm, C. Stälhandske, Glass, timber and adhesive joints – innovative load bearing building components, Construct. Build. Mater. (2014) 470–478.
  • [20] L. Blyberg, E. Serrano, B. Enquist, M. Sterley, Adhesive joints for structural timber/glass applications: experimental testing and evaluation methods, Int. J. Adhes. Adhes. (2012) 76–87.
  • [21] J. Hulimka, M. Kozłowski, Mechanism of Failure and Post-breakage Strength of Hybrid Timber-Glass Beams, Slovak Society of Mechanics SAS, Bratysława, 2012.
  • [22] M. Kozłowski, E. Serrano, B. Enquist, Experimental Investigation on Timber-Glass Composite I-Beams, Taylor & Francis Group, London, 2014.
  • [23] M. Kozłowski, J. Hulimka, Load-bearing capacity of hybrid timber-glass beams, ACEE J. (2014) 61–70.
  • [24] M. Kozłowski, M. Kadela, J. Hulimka, Numerical investigation of structural behaviour of timber-glass composite beams, Procedia Eng. (2016).
  • [25] M. Kozłowski, Experimental and numerical analysis of hybrid timber-glass beams, (Rozprawa doktorska), Politechnika Śląska, 2014.
  • [26] K. Rodacki, Capacity of composite timber-glass beams subjected to multiple variable loading, (PhD Thesis), Cracow University of Technology, 2017.
  • [27] M. Premrov, M. Zlatinek, A. Štrukelj, Experimental analysis of load-bearing timber-glass I-beam, Construct. Unique Build. Struct. (2014) 11–20.
  • [28] BS EN 408:1995 Timber structures – structural timber and glued laminated timber – determination of some physical and mechanical properties, BSi (n.d.).
  • [29] ISO 12543-1:2011(E), Szkło w budownictwie – Szkło warstwowe i bezpieczne szkło warstwowe – Część 1: Definicja i opis elementów składowych, 2011.
  • [30] A. Kwiecień, Polimerowe złącza podatne w konstrukcjach murowych i betonowych, Wydawnictwo PK, Kraków, 2012.
  • [31] V.P. Golub, A.D. Pogrebniak, E.S. Kochetkova, The ultimate state of polymeric materials and laminated and fibrous composites under asymmetric high-cycle loading, Mech. Compos. Mater. 44 (2008) 65–76.
  • [32] A. Baldan, Adhesively-bonded joints in metallic alloys, polymers, and composite materials: mechanical and durability performance, J. Mater. Sci. (2004) 4729–4797.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-8697ff69-8cd7-4031-8f7d-419abf12fd2d
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