journal article·2017-01

Adhesive joints in glass structures: effects of various materials in the connection, thickness of the adhesive layer, and ageing

Klára Machalická, Martina Eliášová

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Abstract

Abstract This paper reports on an investigation of glued joints in glass load-bearing structures, with reference to the effect of various substrates (glass, steel, stainless steel, aluminium) and their surface treatment (sandblasting for the glass surface) on the adhesion of selected adhesives. The thickness of the adhesive layer and the effect of artificial ageing – a simulation of 5 years of ageing in outdoor central-European conditions – are also discussed. Tensile and shear tests were carried out on three series of specimens with various adhesives and substrates – two series for tensile and shear tests, and one series for shear tests on specimens exposed to ageing. Our results show that sandblasting the glass surface can improve the adhesion, and thus the strength values, of an adhesive joint in cases where, with a smooth glass surface, cohesive failure is not reached. The thickness of the adhesive layer had a significant effect for a semi-rigid acrylate adhesive, where the joint achieved higher strength values with less thickness of the glue. The effect of ageing varied according to the adhesive. The most visible changes were observed for a two-component acrylate adhesive and for methacrylate UV-adhesives. One of the selected glues was marked as unsuitable for load-bearing connections due to significant worsening of its mechanical properties after ageing.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Structural Analysis of Composite Materials · Laser Material Processing Techniques · Building materials and conservation

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References (27)

Show source-provided references
1. Entwickl hybrider Stahl-Glas-Tra¨g10.1002/stab.201101410 ↗
2. WELLERSHOF F and SEDLACEK G. Structural use of glass in hybrid elements: steel-glass beams, glass-GFRP-plates. In: VITKALA, J. Glass processing days: conference proceedings, Tampere, Finland, June 15–18 2003. Tampere: Tamglass, 2003, p. 268-270. ISBN 952-91-5910-2.
3. Structural steel–glass facade panels with multi-side bonding – Nonlinear stress–strain behaviour under complex loading situations10.1016/j.ijadhadh.2014.07.004 ↗
4. ERIKSSON J, LUDVIGSSON M, DORN M, ENQUIST B and SERRANO E. Load bearing timber glass composites – A WoodWisdom-Net project for an innovative building system. In: Proceedings of COST Action TU0905 Mid-term Conference on Structural Glass. CRC Press, 2013-04-05, p. 269. http://dx.doi.org/10.1201/b14563-3810.1201/b14563-38 ↗
5. CRUZ P. and PEQUENO J. Timber-glass composite beams: mechanical behaviour & architectural applications. In: BOS, Freek, Christian LOUTER and Fred VEER. Challenging glass: Conference on Architectural and Structural Applications of Glass, Faculty of Architecture, Delft University of Technology, May 2008. Amsterdam, the Netherlands: Delft University Press, c2008, s. 439-48. ISBN 978-1-58-603-866-3.
6. BER B, PREMROV M, TRUKELJ A, KUHTA M and SERRANO E. Experimental study of timber-glass composite wall elements. In: Proceedings of COST Action TU0905 Mid-term Conference on Structural Glass. CRC Press, 2013-04-05, p. 253. http://dx.doi.org/10.1201/b14563-3610.1201/b14563-36 ↗
7. VALARINHO L, CORREIA JR, BRANCO F, and SENA-CRUZ J. Experimental investigation on continuous glass-GFRP beams: preliminary non-linear numerical modeling. In: BOS, F, C LOUTER and F VEER. Challenging Glass 3: Conference on Architectural and Structural Applications of Glass, Faculty of Civil Engineering and Geosciences, Delft University of Technology, June 2012. Amsterdam: IOS Press, 2012, p. 745–58. ISBN 978-1-61499-060-4 (print). http://dx.doi.org/10.3233/978-1-61499-061-1-74510.3233/978-1-61499-061-1-745 ↗
8. PETRIE, Edward M. Handbook of adhesives and sealants. 2nd ed. New York: McGraw-Hill, c2007, p. 763–804. ISBN 00-714-7916-3.
9. HUVENERS EMP and VAN HERWIJNEN F. Mechanical shear properties of adhesives. In: VITKALA, J: Glass processing days: conference proceedings, Tampere, Finland, June 15–18 2003. Tampere: Tamglass, 2003, p. 367–70. ISBN 952-91-5910-2.
10. BURCHARDT, B, DIGGELMANN K, KOCH S, LANZENDÖRFER B, WAPPMANN R and WOLF J. Elastic Bonding, Sika Services AG, 2006, ISBN-10 3-937889-35-3
11. WELLERSHOFF F and SEDLACEK G. Glued connections for new steel glass structures. In: Glass processing days: conference proceedings, Tampere, Finland 17–20 June 2005. Tampere: Tamglass, 2005, p. 340–43. ISBN 952-91-8674-6.
12. European Organisation for Technical Approvals (EOTA). 2001. ETAG 002: Guideline for European Technical Approvals for: Structural Sealant Glazing Systems,oBrussels: EOTA (available on 〈www.eota.org〉)
13. 2004
14. 2004
15. WOLF, Ed by A. T. Durability of building sealants. Cachan: RILEM Publ, 1999. ISBN 29-121-4312-8.
16. SIKA UK. Products and solutions: Industry download [online]. [cit. 2016-08-24]. Available on: 〈http://gbr.sika.com/en/solutions_products/sika-download-centre/industry-downloads.html〉
17. 3M. Scotch-WeldTM UV Curing Adhesive UV50 Product [cit. 2015-06-22]. Avail`able on: 〈http://multimedia.3m.com/mws/mediawebserver?66666UuZjcFSLXTtmxTElX&EEVuQEcuZgVs6EVs6E666666--〉
18. EGO. Conloc adhesives [online]. [cited 2015-06-22]. Available on: 〈http://www.ego.de/english/Produktblaetter/CONLOC_UV_685.pdf〉
19. VERVLOED J, KWAKERNAAK A and POULIS H. The influence of overlap length, bond line thickness and pretreatment on the mechanical properties of adhesives: focusing on bonding glass. In: Proceedings of challenging glass: conference on architectural and structural applications of glass, Faculty of Architecture, Delft University of Technology, May 2008. Amsterdam, the Netherlands: Delft University Press, 2008, ISBN 9781586038663.
20. Global yielding as a failure criterion for bonded joints10.1016/0143-7496(89)90110-3 ↗
21. Die Nietkraftverteilung in zugbeanspruchten Nietverbindungen mit konstanten Laschenquerschnitten
22. The stresses in cemented joints10.1115/1.4009336 ↗
23. ADAMS RD and PEPPIATT NA. Stress analysis of adhesive-bonded lap joints. The Journal of Strain Analysis for Engineering Design. 1974-7−1, 9(3), p. 185–196. http://dx.doi.org/10.1243/03093247V093185. ISSN 0309-324710.1243/03093247V093185 ↗
24. DA SILVA LFM, RODRIGUES TNSS, FIGUEIREDO MAV, DE MOURA MFSF and CHOUSAL JAG. Effect of adhesive type and thickness on the lap shear strength. The Journal of Adhesion [online]. 2006, 82(11), 1091-1115 [cit. 2016-05-27]. http://dx.doi.org/10.1080/00218460600948511. ISSN 0021-846410.1080/00218460600948511 ↗
25. HALDIMANN M, LUIBLE A and OVEREND M. Structural use of glass. Zu¨rich, Switzerland: International Association for Bridge and Structural Engineering, c2008. ISBN 3857481196.10.2749/sed010 ↗
26. BAR-HILLEL M. and HARRIS E. Evening Standard. Safety fear over Gherkin [online]. [cit. 2016-08-03]. Available on: 〈http://www.standard.co.uk/news/safety-fear-over-gherkin-7271881.html〉
27. MUNCH-ANDERSEN J. and DIETSCH P. Robustness considerations from failures in two large-span timber roof structures. In: Proceedings of COST Action TU0601: Joint Workshop of COST Actions TU0601 and E55 [online]. Ljubljana, Slovenia, 2009 [cit. 2016-08-22]. Available on: 〈http://www.cost-tu0601.ethz.ch/Documents/Meetings/Ljubljana/FACTSHEETS/munch-andersen.pdf〉