Effects of Gradually Anchored Prestressed CFRP Strips Bonded on Prestressed Concrete Beams-Reference-Cited by-同舟云学术

Effects of Gradually Anchored Prestressed CFRP Strips Bonded on Prestressed Concrete Beams

Published:2008-02 Issue:1 Volume:12 Page:25-34
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Reza Aram Mohammad¹²³,Czaderski Christoph¹²³,Motavalli Masoud¹²³

Affiliation:

1. Ph.D. Student, Faculty of Civil Engineering, Univ. of Tehran, P.O. Box 13145-1318, Tehran, Iran. E-mail: maram@ut.ac.ir

2. Project Leader, Empa, Swiss Federal Laboratories for Materials Testing and Research, Structural Engineering Research Laboratory, 8600 Dübendorf, Switzerland. E-mail: christoph.czaderski@empa.ch

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Tehran and Empa, Swiss Federal Laboratories for Materials Testing and Research, Structural Engineering Research Laboratory, 8600 Dübendorf, Switzerland. E-mail: masoud.motavalli@empa.ch

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282008%2912%3A1%2825%29

Reference17 articles.

1. Bresson J. (1971). “Novelles recherches et applications concernant l’utilisation des collages dans les structures Beton plague.” Annales de l’institut technique du batiment et de travaux publics Supplement au No. 278 Serie: Beton. Beton arme No. 116 (in French).

2. 40-Year-old full-scale concrete bridge girder strengthened with prestressed CFRP plates anchored using gradient method

3. Deuring M. (1993). “Verstärken von Stahlbeton mit gespannten Faserverbund-Werkstoffen.” EMPA Research Rep. No. 224 Dübendorf Switzerland (in German).

4. Flexural behaviour of concrete beams strengthened with prestressed carbon fibre reinforced polymer sheets subjected to sustained loading and low temperature

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