000004893 001__ 4893
000004893 005__ 20141119144602.0
000004893 04107 $$aeng
000004893 046__ $$k2002-06-02
000004893 100__ $$aBuyukozturk, Oral
000004893 24500 $$aCHARACTERIZATION AND MODELING OF DEBONDING IN RC BEAMS STRENGTHENED WITH FRP COMPOSITES

000004893 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004893 260__ $$bColumbia University in the City of New York
000004893 506__ $$arestricted
000004893 520__ $$2eng$$aUse of fiber reinforced plastic (FRP) composites for strengthening reinforced concrete (RC) beams have become a frequently used method in the last decade. However, the method is yet to become a mainstream application due to a number of economical and design related issues. From structural mechanics point of view, an important concern regarding the effectiveness and safety of this method is the potential of brittle debonding failures. Such failures, unless adequately considered in the design process, may significantly decrease the effectiveness of the strengthening and may even make the member less safe due to decreased ductility. Despite considerable research progress, continued research in this area is needed to develop the necessary analysis and design procedures and related codes and standards. This paper summarizes the findings of a comprehensive experimental and preliminary analytical research work aimed at modeling debonding failures in FRP strengthened RC beams.

000004893 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004893 653__ $$aBeams, FRP, Strengthening, Debonding

000004893 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004893 720__ $$aBuyukozturk, Oral$$iGunes, Oguz$$iKaraca, Erdem
000004893 8560_ $$ffischerc@itam.cas.cz
000004893 8564_ $$s613902$$uhttps://invenio.itam.cas.cz/record/4893/files/499.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004893 962__ $$r4594
000004893 980__ $$aPAPER