Abstract
An investigation of fatigue failure in wood subjected to load
cycles in compression parallel to grain is presented. Fatigue
failure is found to depend both on the total time under load and
on the number of cycles.Recent accelerated fatigue research on
wood is reviewed, and a discrepancy between failure explanation
under fatigue and static load conditions is observed. In the
present study small clear specimens of spruce are taken to failure
in square wave formed fatigue loading at a stress excitation level
corresponding to 80% of the short term strength. Four frequencies
ranging from 0.01 Hz to 10 Hz are used. The number of cycles to
failure is found to be a poor measure of the fatigue performance
of wood. Creep, maximum strain, stiffness and work are monitored
throughout the fatigue tests. Accumulated creep is suggested
identified with damage and a correlation between stiffness
reduction and accumulated creep is observed. A failure model based
on the total work during the fatigue life is rejected, and a
modified work model based on elastic, viscous and non-recovered
viscoelastic work is experimentally supported, and attempted
explained at a microstructural level. The outline of a model
explaining the interaction of the effect of load duration and the
effect of the loading sequences is presented.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 1996 International Conference on Wood Mechanics |
| Place of Publication | Stuttgart |
| Publisher | FMPA |
| Publication date | 1996 |
| Pages | 243-258 |
| Publication status | Published - 1996 |
| Event | 1996 International Conference on Wood Mechanics - Stuttgart, Germany Duration: 14 May 1996 → 16 May 1996 |
Conference
| Conference | 1996 International Conference on Wood Mechanics |
|---|---|
| Country/Territory | Germany |
| City | Stuttgart |
| Period | 14/05/1996 → 16/05/1996 |
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