Existing experimental studies showed that the reinforced concrete (RC) beams strengthened with prestressed carbon fiber-reinforced polymer (CFRP) plates had three possible flexural failure modes (including the compression failure, tension failure and debonding failure) according to the CFRP reinforc
Time-dependent deformations of concrete beams reinforced with CFRP bars
β Scribed by M. Arockiasamy; S. Chidambaram; A. Amer; M. Shahawy
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 812 KB
- Volume
- 31
- Category
- Article
- ISSN
- 1359-8368
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