Abstract
Concern about fatigue is one of the factors limiting use of glass/epoxy jointing systems for timber in construction. In this paper, a series of high-cycle fatigue tests are reported which indicate that the performance is as good, if not superior to, conventional jointing systems. The performance of the joints was found to produce a straight line on a logarithmic S–N plot and thus be readily predictable for design purposes.
Original language | English |
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Pages (from-to) | 139-149 |
Journal | Construction and Building Materials |
Volume | 21 |
Issue number | 1 |
DOIs | |
Publication status | Published - 2007 |
Keywords
- Timber
- Glass fibre
- Epoxy
- Fatigue
- Timber joints