Experimental Response of RC Beams Strengthened in Shear by FRP Sheets
| Author(s): |
E. Grande
M. Imbimbo A. Rasulo |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | The Open Civil Engineering Journal, November 2013, n. 1, v. 7 |
| Page(s): | 127-135 |
| DOI: | 10.2174/1874149501307010127 |
| Abstract: |
The paper discusses the results of an experimental investigation carried out on reinforced concrete (RC) beams strengthened in shear by externally bonded fiber reinforced plastic (FRP) sheets. The study is devoted to analyze the role that the transverse steel reinforcement and the beam slenderness ratio could play on the resistant mechanism of RC beams strengthened in shear by FRP composites. The results are summarized and analyzed in detail in the paper in terms of shear capacity, cracking pattern and shear resisting contribution of FRP. |
| Copyright: | © 2013 E. Grande et al. |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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10175783 - Published on:
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