RC Beams Strengthened with FRP Systems – Results in Dapped-ends and Increase of Flexural Capacity
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Bibliographic Details
| Author(s): |
Tamas Nagy-Gyorgy
Valeriu Stoian Daniel Dan Cosmin Daescu Dan Diaconu Istvan Demeter |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Published in: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 86-87 | ||||
| Total no. of pages: | 6 | ||||
| Year: | 2008 | ||||
| DOI: | 10.2749/222137908796291903 | ||||
| Abstract: |
The paper presents a description of the theoretical studies and the results of the experimental tests carried out on reinforced concrete beams with specific strengthening systems. In the first part investigations made on pre-stressed concrete beams’ dapped end retrofitted with various FRP systems were described. The second part is dedicated to RC beams flexural capacity increase by applying FRPs. |
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| Keywords: |
strengthening bending RC beams FRP composites dapped-end experimental studies
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