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An experimental study on the structural behaviour of laminated glass members under combined axial compression and in-plane bending

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Abstract

Laminated glass (LG) is increasingly being used as load carrying components in modern buildings thanks to its relatively good safety performance and aesthetic benefits. This paper presents an experimental study into the applicational scenario of structural LG beam-columns subjected to combined axial compression and in-plane bending, such as LG fins supporting glass facade. The investigated LG specimens consisted of annealed float glass plies bonded together by SentryGlas interlayer. A total of 17 tests were carried out, from which the structural behaviour in terms of load carrying capacity, failure mode, post-breakage strength and deformability of the LG beam-columns were investigated in detail. Through the tests, the failure modes and corresponding mechanisms were identified; the influence of axial compression, laminate number and slenderness ratio on the structural behaviour were assessed; and the major stress components resulting in fracture of glass were analyzed. Based on the test and analytical results, a design NM interaction domain was proposed to facilitate strength checking of LG beam-columns, and recommendations were made to improve the post-breakage performance. The results obtained are expected to provide supplementary information that is currently lacking in existing literature.

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References

  1. Louter C, Belis J, Bos FP et al (2005) Reinforced glass cantilever beams. Glass Processing Days, Tampere

    Google Scholar 

  2. Luible A, Crisinel M (2004) Buckling design for glass elements under compression. In: International symposium on the application of architectural glass: engineering and architectural design of glass, Munich

  3. Blaauwendraad J (2007) Buckling of laminated glass columns. Heron 52(1/2):147

    Google Scholar 

  4. Aiello S, Campione G, Minafò G, Scibilia N (2011) Compressive behaviour of laminated structural glass members. Eng Struct 33(12):3402–3408

    Article  Google Scholar 

  5. Feldmann M, Langosch K (2016) Buckling resistance and buckling curves of pane-like glass columns with monolithic sections of heat strengthened and tempered glass. In: Challenging Glass Conference, Ghent

  6. Campione G, Di Paola M, Minafò G (2013) Laminated glass members in compression: experiments and modeling. J Struct Eng 140(2):04013047

    Article  Google Scholar 

  7. Jakab A, Nehme K, Nehme SG (2016) Classification of “I”-shaped glass columns. Procedia Eng 164:180–187

    Article  Google Scholar 

  8. Amadio C, Bedon C (2010) Buckling of laminated glass elements in compression. J Struct Eng 137(8):803–810

    Article  Google Scholar 

  9. Campione G, Rondello V (2014) Effects of shape of transverse cross-section on the load carrying capacity of laminated glass columns. Constr Build Mat 61:349–359

    Article  Google Scholar 

  10. Pešek O, Horáček M, Melcher J (2016) Experimental verification of the buckling strength of structural glass columns. Procedia Eng 161:556–562

    Article  Google Scholar 

  11. Liu Q, Huang X, Liu G, Zhou Z, Li G (2017) Investigation on flexural buckling of laminated glass columns under axial compression. Eng Struct 133:14–23

    Article  Google Scholar 

  12. Luible A (2004) Stabilität von tragelementen aus glas. Dissertation, École polytechnique fédérale de Lausanne

  13. Belis J, Bedon C, Louter C et al (2013) Experimental and analytical assessment of lateral torsional buckling of laminated glass beams. Eng Struct 51:295–305

    Article  Google Scholar 

  14. Bedon C, Belis J, Luible A (2014) Assessment of existing analytical models for the lateral torsional buckling analysis of PVB and SG laminated glass beams via viscoelastic simulations and experiments. Eng Struct 60:52–67

    Article  Google Scholar 

  15. Valarinho L, Correia JR, Machado-e-Costa M et al (2016) Lateral-torsional buckling behaviour of long-span laminated glass beams: analytical, experimental and numerical study. Mater Des 102:264–275

    Article  Google Scholar 

  16. Bedon C, Amadio C (2015) Design buckling curves for glass columns and beams. Struct Build 168(7):514–526

    Article  Google Scholar 

  17. Amadio C, Bedon C (2013) A buckling verification approach for monolithic and laminated glass elements under combined in-plane compression and bending. Eng Struct 52:220–229

    Article  Google Scholar 

  18. Amadio C, Bedon C (2014) Flexural and torsional buckling behaviour of eccentrically compressed laminated glass elements with a viscoelastic PVB interlayer. J Struct Eng 141(6):04014156

    Article  Google Scholar 

  19. Bedon C, Amadio C (2014) Flexural–torsional buckling: experimental analysis of laminated glass elements. Eng Struct 73:85–99

    Article  Google Scholar 

  20. Pešek O, Melcher J, Balázs I (2017) Experimental verification of the structural glass beam-columns strength. IOP Conf Ser Mater Sci Eng 245(3):032068

    Article  Google Scholar 

  21. Biolzi L, Cattaneo S, Rosati G (2010) Progressive damage and fracture of laminated glass beams. Constr Build Mater 24(4):577–584

    Article  Google Scholar 

  22. Shi G, Liu Z, Bai Y et al (2012) In-plane bending of laminated glass fin strengthened through external bonding. Adv Struct Eng 15(1):55–64

    Article  Google Scholar 

  23. Huang X, Liu Q, Liu G et al (2016) Experimental investigation of multi-layered laminated glass beams under in-plane bending. Struct Eng Mech 60(5):781–794

    Article  Google Scholar 

  24. Bennison SJ, Smith CA, Duser AV et al (2002) Structural performance of laminated glass made with a “stiff” interlayer. In the use of glass in buildings. ASTM International, West Conshohocken

    Google Scholar 

  25. Castori G, Speranzini E (2017) Structural analysis of failure behaviour of laminated glass. Compos Part B-Eng 125:89–99

    Article  Google Scholar 

  26. Serafinavicius T, Kvedaras AK, Sauciuvenas G (2013) Bending behaviour of structural glass laminated with different interlayers. Mech Compos Mater 49(4):437–446

    Article  Google Scholar 

  27. Liu Q, Huang X, Han W et al (2018) A study on the flexural performance of laminated glass beams. Build Sci 34(05):47–52 (in Chinese)

    Google Scholar 

  28. Amadio C, Bedon C (2010) Buckling of laminated glass elements in out-of-plane bending. Eng Struct 32(11):3780–3788

    Article  Google Scholar 

  29. Galuppi L, Royer-Carfagni G (2014) Enhanced effective thickness of multi-layered laminated glass. Compos Part B-Eng 64:202–213

    Article  Google Scholar 

  30. Galuppi L, Royer-Carfagni GF (2012) Effective thickness of laminated glass beams: new expression via a variational approach. Eng Struct 38:53–67

    Article  Google Scholar 

  31. López-Aenlle M, Pelayo F, Ismael G et al (2016) Buckling of laminated-glass beams using the effective-thickness concept. Compos Struct 137:44–55

    Article  Google Scholar 

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Acknowledgements

This work was supported by the National Key R&D Program of China (Grant No. 2017YFC0806100) and the National Natural Science Foundation of China (Grant No. 51508543).

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Correspondence to Qiang Liu.

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Huang, X., Cui, M., Liu, Q. et al. An experimental study on the structural behaviour of laminated glass members under combined axial compression and in-plane bending. Mater Struct 53, 39 (2020). https://doi.org/10.1617/s11527-020-01476-x

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