Communications - Scientific Letters of the University of Zilina 2002, 4(3):21-26 | DOI: 10.26552/com.C.2002.3.21-26

Design of Anchorage of CFRP Strips

Petr Stepanek1, Ivana Svarickova1
1 Brno University of Technology, Faculty of Civil Engineering, Czech Republic

Anchorage of externally bonded reinforcement is the main problem for strengthening concrete structures with CFRP strips (Štěpánek & Šustalová 2000, 2001). This paper describes a form of the tests and some results implicating from different properties of anchorage elements. The test results are compared with values obtained from mathematical analysis of anchorage zones behavior and normal stress distribution along the anchorage length.

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Published: September 30, 2002  Show citation

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Stepanek, P., & Svarickova, I. (2002). Design of Anchorage of CFRP Strips. Communications - Scientific Letters of the University of Zilina, 4(3), 21-26. doi: 10.26552/com.C.2002.3.21-26
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    References

    1. BROSENS, K., VAN GEMERT, D.: (1999). Anchoring stresses in the end zones of externally bonded bending reinforcement. 5. Internationales Kolloquium Freiburg, MSR '99, ISBN 1163-1174, 1029 - 1035
    2. ŠTĚPÁNEK, P. and ŠUSTALOVÁ, I.: (2001). Problematika chování kotevních oblastí železobetonových prvků zesílených CFRP lamelami. Stavebné materiály a skúšobnictvo, Štrbské pleso, Slovenská republika, září 2001, ISBN 80-7099-677-3
    3. ŠTĚPÁNEK, P. and ŠUSTALOVÁ, I.: (2001). Anchoring of non-prestressed and prestressed CFRP Strips at Strengthening of concrete beams. Proccedings of the international conference Composites in Material and Structural Engineering. Klokner Institute, Prague, Czech Republic, June 2001

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