Abstract
The purpose of this investigation is to assess the effect of fiber bridging on fatigue delamination propagation. Fiber bridging occurs when testing beam type laminates specimens consisting of unidirectional plies. Unidirectional double cantilever beam specimens composed of the carbon fiber reinforced polymer prepreg AS4/8552 were tested by means of fatigue cycling. A Paris relation was determined based on these tests. Fiber bridging in beam specimens composed of unidirectional plies causes the apparent fatigue delamination curves to exhibit slower growth predicting overly conservative results. In Part I of this study, the effect of fiber bridging was eliminated experimentally from the results. In Part II of this study, a cohesive zone model is developed and used to carry out finite element analyses to simulate the experiments, as well as to eliminate the influence of fiber bridging.
| Original language | English |
|---|---|
| Pages (from-to) | 3232-3246 |
| Number of pages | 15 |
| Journal | Fatigue and Fracture of Engineering Materials and Structures |
| Volume | 47 |
| Issue number | 9 |
| DOIs | |
| State | Published - Sep 2024 |
Keywords
- DCB
- carbon fiber reinforced polymer
- constant amplitude
- fatigue delamination propagation
- fiber bridging
- unidirectional composite