RC Beams Strengthened with FRP Systems – Results in Dapped-ends and Increase of Flexural Capacity
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Détails bibliographiques
| Auteur(s): |
Tamas Nagy-Gyorgy
Valeriu Stoian Daniel Dan Cosmin Daescu Dan Diaconu Istvan Demeter |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Publié dans: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 86-87 | ||||
| Nombre total de pages (du PDF): | 6 | ||||
| Année: | 2008 | ||||
| DOI: | 10.2749/222137908796291903 | ||||
| Abstrait: |
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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| Mots-clé: |
renforcement
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