Calculation of Flexural Strengthening of Fire-Damaged Reinforced Concrete Beams with CFRP Sheets
โ Scribed by Xiang, Kai; Wang, Guo-Hui
- Book ID
- 122985783
- Publisher
- Elsevier
- Year
- 2013
- Tongue
- English
- Weight
- 239 KB
- Volume
- 52
- Category
- Article
- ISSN
- 1877-7058
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๐ SIMILAR VOLUMES
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
Experiments of four reinforced concrete (RC) two-span T-beams were introduced. During the experiment, one T-beam was normal temperature control T-beam, and the other three T-beams were heated 75 minutes under ISO-834 standard fire (ISO 834, 1975). Among these three T-beams, One T-beam was unstrength