Abstract
Carbon fibre reinforced polymers are widely used to strengthen steel structural elements. These structural elements are normally subjected to static, dynamic and fatigue loadings during their life-time. A number of studies have focused on the characteristics of CFRP sheets bonded to steel members under static, dynamic and fatigue loadings. However, there is a gap in understanding the bonding behaviour between CFRP laminates and steel members under impact loading. This paper shows the effect of different load rates from quasi-static to 300 × 103 mm/min on this bond. Two types of CFRP laminate, CFK 150/2000 and CFK 200/2000, were used to strengthen steel joints using Araldite 420 epoxy. The results show a significant bond strength enhancement under impact loading, whereas the high loading rates have little influence on the effective bond length.
| Original language | English |
|---|---|
| Pages (from-to) | 236-251 |
| Number of pages | 16 |
| Journal | Composite Structures |
| Volume | 148 |
| DOIs | |
| Publication status | Published - 15 Jul 2016 |
| Externally published | Yes |
Keywords
- Bond behaviour
- CFRP laminate
- Finite element analysis
- High loading rates
- Impact loading
ASJC Scopus subject areas
- Ceramics and Composites
- Civil and Structural Engineering
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