Structural Model to Predict the Failure Behavior of Plated Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Structural Model to Predict the Failure Behavior of Plated Reinforced Concrete Beams

Published:2004-04 Issue:2 Volume:8 Page:104-122
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Colotti Vincenzo¹,Spadea Giuseppe²,Swamy Ramnath Narayan³

Affiliation:

1. Assistant Professor, Dept. of Structural Engineering, Univ. of Calabria, 87030 Rende (Cosenza), Italy.

2. Professor, Dept. of Structural Engineering, Univ. of Calabria, 87030 Rende (Cosenza), Italy.

3. Professor, Dept. of Mechanical Engineering, Univ. of Sheffield, Sheffield S1 3JD, UK.

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%282004%298%3A2%28104%29

Reference37 articles.

1. ACI Committee 440. (2000). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures American Concrete Institute Detroit.

2. Ahmed O. A. F. (2000). “Strengthening of R. C. beams by means of externally bonded CFRP laminates. Improved Model for Plate-End Shear.” PhD thesis Dept. of Civil Engineering Catholicke University of Leuven Belgium.

3. American Concrete Institute (ACI). (1992). “Manual of Concrete Practise.” Building Code Requirements for Reinforced Concrete (ACI 318-89) Detroit.

4. Brittle failure in FRP plate and sheet bonded beams.;Arduini M.;ACI Struct. J.,1997

5. Shear Strength of RC Beams Strengthened with Bonded Steel or FRP Plates

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