Improved model for plate-end shear of CFRP strengthened RC beams-Reference-Cited by-同舟云学术

Improved model for plate-end shear of CFRP strengthened RC beams

Published:2001-02 Issue:1 Volume:23 Page:3-19
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Ahmed Omar,Van Gemert Dionys,Vandewalle Lucie

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference23 articles.

1. Van Gemert D, Ahmed O, Brosens K. Anchoring of externally bonded CFRP reinforcement. In: International Congress “Creating with Concrete”, 1999; Dundee, Scotland

2. Premature failure of externally plated reinforced concrete beams;Oehlers;J Struct Eng,1990

3. Initiation of shear cracking in reinforced concrete beams with no web reinforcement;Kim;ACI Struct J,1991

4. Jansze W. Strengthening of RC members in bending by externally bonded steel plates. PhD Thesis, Delft University of Technology, Delft, 1997

5. CEB-FIP Modelcode 1990

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