Abstract
Carbon fibre reinforced polymer (CFRP) has been considered as a promising approach to strengthen existing steel structures; such an adhesively-bonded system however exhibits a significant loss of stiffness and strength in an elevated temperature range. Carbon nanotube (CNT) modification and curing at elevated temperature are examined in this paper, in order to enhance the mechanical performance in the elevated temperature range. Steel/CFRP adhesively-bonded joints were prepared into four scenarios - 1) with and 2) without CNT modified epoxy adhesive cured at room temperature (20°C) and 3) with and 4) without CNT modified epoxy adhesive cured at an elevated temperature (80°C), and then tested in tension at temperatures from 20°C to 80°C. Enhancement of stiffness and strength in the elevated temperature range was not significant for the joints using CNT modified epoxy, while remarkable enhancement was found for the joints cured at the elevated temperature, comparing to those cured at room temperature.
Original language | English |
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Publication status | Published - 1 Jan 2012 |
Externally published | Yes |
Event | 3rd Asia-Pacific Conference on FRP in Structures, APFIS 2012 - Sapporo, Japan Duration: 2 Feb 2012 → 4 Feb 2012 |
Conference
Conference | 3rd Asia-Pacific Conference on FRP in Structures, APFIS 2012 |
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Country/Territory | Japan |
City | Sapporo |
Period | 2/02/12 → 4/02/12 |
Keywords
- Carbon nanotube
- CFRP
- Curing
- Double Strap Joint
- Steel
- Temperature Effect
ASJC Scopus subject areas
- Civil and Structural Engineering
- General Materials Science