Structural Engineering and Mechanics

  • 제15권5호
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  • Pages.495-511
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  • 2003
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Enhancement of the buckling strength of glass beams by means of lateral restraints

  • Belis, J. (Laboratory for Research on Structural Models, Department of Structural Engineering, Ghent University) ;
  • Impe, R. Van (Laboratory for Research on Structural Models, Department of Structural Engineering, Ghent University) ;
  • Lagae, G. (Laboratory for Research on Structural Models, Department of Structural Engineering, Ghent University) ;
  • Vanlaere, W. (Laboratory for Research on Structural Models, Department of Structural Engineering, Ghent University)
  • 투고 : 2002.11.13
  • 심사 : 2003.03.11
  • 발행 : 2003.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

New material applications and transparency are desired by contemporary architects. Its superb transparency and high strength make glass a very suitable building material -in spite of its brittleness- even for primary load bearing structures. Currently we will focus on load bearing glass beams, subjected to different loading types. Since glass beams have a very slender, rectangular cross section, they are sensitive to lateral torsional buckling. Glass beams fail under a critical buckling load at stresses that lie far below the theoretical simple bending strength, due to the complex combination of torsion and out-of-plane bending, which characterises the instability phenomenon. The critical load can be increased considerably by preventing the upper rim from moving out of the beam's plane. Different boundary conditions are examined for different loading types. The load carrying capacity of glass beams can be increased three times and more using relatively simple, cheap lateral restraints.

키워드

참고문헌

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피인용 문헌

  1. Buckling of flat laminated glass panels under in-plane compression or shear vol.36, 2012, https://doi.org/10.1016/j.engstruct.2011.12.010
  2. Experimental failure investigation of a hybrid glass/steel beam vol.16, pp.4, 2009, https://doi.org/10.1016/j.engfailanal.2008.07.011
  3. Analytical and numerical assessment of the strengthening effect of structural sealant joints for the prediction of the LTB critical moment in laterally restrained glass beams vol.49, pp.6, 2016, https://doi.org/10.1617/s11527-015-0661-z
  4. Compressive behaviour of laminated structural glass members vol.33, pp.12, 2011, https://doi.org/10.1016/j.engstruct.2011.07.004
  5. Structural assessment and lateral–torsional buckling design of glass beams restrained by continuous sealant joints vol.102, 2015, https://doi.org/10.1016/j.engstruct.2015.08.021
  6. Glass Structures and Plasticity: Contradiction or Future? vol.274-276, pp.1662-9795, 2004, https://doi.org/10.4028/www.scientific.net/KEM.274-276.975
  7. A Proposal for the Consolidation of a R.C. Social Housing by Means of External Hybrid Steel-Glass Frameworks vol.638-640, pp.1662-7482, 2014, https://doi.org/10.4028/www.scientific.net/AMM.638-640.3
  8. Elastic Critical Moment for the Lateral–Torsional Buckling (LTB) Analysis of Structural Glass Beams with Discrete Mechanical Lateral Restraints vol.13, pp.11, 2003, https://doi.org/10.3390/ma13112492
  9. Simplified Lateral Torsional Buckling (LTB) Analysis of Glass Fins with Continuous Lateral Restraints at the Tensioned Edge vol.2021, pp.None, 2021, https://doi.org/10.1155/2021/6667373