Study on the flexural performance of RC beams anchored with CFRP plates under secondary load
| Autor: | Xiangrui Feng, Xian Cui, Haikun Luo |
|---|---|
| Rok vydání: | 2021 |
| Předmět: |
lcsh:GE1-350
Ultimate load Materials science business.industry Composite number 0211 other engineering and technologies 02 engineering and technology Structural engineering 010501 environmental sciences Fibre-reinforced plastic 01 natural sciences Flexural strength 021108 energy Bearing capacity Reinforcement Ductility business lcsh:Environmental sciences Beam (structure) 0105 earth and related environmental sciences |
| Zdroj: | E3S Web of Conferences, Vol 233, p 03024 (2021) |
| ISSN: | 2267-1242 |
| DOI: | 10.1051/e3sconf/202123303024 |
| Popis: | In order to explore the influence of length and width of CFRP as well as anchor spacing on the reinforcement effectiveness of CFRP plates on reinforcement concrete beams (RC beams) under secondary load, 7 anchored damaged FRP reinforced concrete beams are used as test beams, 1 unanchored beam is used as a control beam, and structural indicators such as ultimate load and bending strength are analyzed in the result. The conclusion is that composite CFRP plate can effectively prevent the early peeling and failure of carbon plates and improve the ultimate bearing capacity of the beam. When the width of the CFRP plate decreases, the thickness increases and the steel plate anchor spacing increases appropriately, the ultimate bearing capacity and ductility of the beam are significantly improved. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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