journal article·2006-01

Towards a performance-based standard for structural timber bondlines

H. R. Milner

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Abstract

Abstract Current standards for structural wood adhesives prescribe their chemical type, limiting the choice to phenolics for outdoor exposure and amino-plastics for indoor and protected outdoor exposures. There is growing dissatisfaction with this approach and the disincentive it imposes on adhesive manufacturers to develop new wood adhesives, especially the ones with different chemistries. The failure of phenolics to bond high density hardwoods, wastage and waste disposal problems associated with their use and the increasing application of adhesive-bonding technology in engineered timber products highlight the need for a performance-based adhesive-bond standard unshackled by chemical prescriptions. Although a number of issues need to be addressed in developing the standard, including those of strength, creep resistance, resistance to high (fire) and low (freezing) temperatures, moisture resistance and gap filling ability, the most intractable issue concerns bond durability. Load carrying structural components are expected to support loads over periods of 50 years or more without serious degradation in their load carrying capacity. The central issue is how to predict long term durability on the basis of relatively short duration tests. This paper concerns itself with the development of an international (ISO), performance-based standard for the performance of adhesive bonds. Keywords: STRUCTURALADHESIVESTIMBERBONDLINESPERFORMANCEINTERNATIONAL STANDARDS
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Research context

OpenAlex topics: Wood Treatment and Properties · Plant Surface Properties and Treatments · Engineering and Material Science Research

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References (41)

Show source-provided references
1. 2005
2. 2003
3. 2004
4. 2005
5. 2004
6. 2004
7. 2004
8. 2005
9. 2004
10. Liu, J. Y., Ross, R. J. and Rammer, D. R. 1996.Proceedings of the International Wood Engineering Conference85–90. New Orleans, LA
11. Arcan M. · Exp. Mech. · 1978 · 18 · 14110.1007/BF02324146 ↗
12. 1992
13. McMillen J. M. · 1958
14. S.Mostovoy · J. Mater. · 1967 · 2 · 661
15. Ebewele R. · J. Wood Fibre · 1979 · 11 · 197
16. Ebewele R. · J. Wood Fibre · 1980 · 12 · 40
17. Kumar A. M. · J. Testing Eval. · 1994 · 22 · 32710.1520/JTE11841J ↗
18. im W. W. L · J. Appl. Polym. Sci. · 1994 · 52 · 96710.1002/app.1994.070520715 ↗
19. Mathieu K. · 2004
20. 2004
21. Millet, M. A., Gillespie, R. H. and Baker, A. J. 1980.Durability of Building Materials and Components, ASTM STP 691913–923.
22. 2004
23. Miller, J. D. and Ishida, I. 1991.Fundamentals of Adhesion, Edited by: Lee, L. H. 291–324. New York, NY: Plenum Press.10.1007/978-1-4899-2073-7_10 ↗
24. 1998
25. Bolton A. J. · Holzforschung · 1987 · 4110.1515/hfsg.1987.41.3.155 ↗
26. Irle M. A. · Holzforschung · 1988 · 42 · 69
27. Irle M. A. · Holzforschung · 1991 · 45 · 6910.1515/hfsg.1991.45.1.69 ↗
28. Muszynski L. · Wood Fiber Sci. · 2002 · 34 · 612
29. Piatti, G. and Bernasconi, G. 1978.Creep of Engineering Materials and Structures, Edited by: Bernasconi, G. and Piatti, G. 1–4. London: Applied Science.
30. Vicat L. J. · Ann. Ponts et Chaussees, Mém. Doc. · 1834 · 7 · 40
31. Phillips F. · Phil. Mag. · 1905 · 9 · 51310.1080/14786440509463303 ↗
32. daC. Andrade E. N. · Proc. Roy. Soc. · 1910 · 84 · 110.1098/rspa.1910.0050 ↗
33. 1997
34. 2001
35. Richter K. · Adv. Eng. Mater. · 2005 · 7 · 41910.1002/adem.200500062 ↗
36. 2004
37. 2004
38. 2004
39. 2004
40. 2004
41. Broek D. · 198610.1007/978-94-009-4333-9 ↗