Three-dimensional nonlinear finite element analysis of concrete deep beam reinforced with GFRP bars
The efficient use of FRP reinforcement in deep members has been hindered due to a lack of knowledge on the behavior of such members. Till now, most of researches have mainly focused on the flexural or shear behavior of shallow members longitudinally reinforced with FRP and most of them used testing...
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| Format: | Article |
| Language: | English |
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Taylor & Francis Group
2017-04-01
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| Series: | HBRC Journal |
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| Online Access: | http://www.sciencedirect.com/science/article/pii/S1687404815000176 |