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RC Beams Strengthened with FRP Systems – Results in Dapped-ends and Increase of Flexural Capacity

 RC Beams Strengthened with FRP Systems – Results in Dapped-ends and Increase of Flexural Capacity
Author(s): , , , ,
Presented at 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, published in , pp. 86-87
DOI: 10.2749/222137908796291903
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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...
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Bibliographic Details

Author(s):





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:
Page(s): 86-87 Total no. of pages: 6
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.

Keywords:
strengthening bending RC beams FRP composites dapped-end experimental studies