3D Finite-Element Analysis of Substandard RC Columns Strengthened by Fiber-Reinforced Polymer Sheets-Reference-Cited by-同舟云学术

3D Finite-Element Analysis of Substandard RC Columns Strengthened by Fiber-Reinforced Polymer Sheets

Published:2008-10 Issue:5 Volume:12 Page:531-540
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Karabinis Athanasios I.¹²³,Rousakis Theodoros C.¹²³,Manolitsi Georgia E.¹²³

Affiliation:

1. Professor, Laboratory of Reinforced Concrete, Dept. of Civil Engineering, Democritus Univ. of Thrace (DUTh), 67100 Xanthi, Greece. E-mail: karabin@civil.duth.gr

2. Dr. Civil Engineer, Laboratory of Reinforced Concrete, Dept. of Civil Engineering, Democritus Univ. of Thrace (DUTh), Vas. Sofias 12, 67100 Xanthi, Greece. E-mail: trousak@civil.duth.gr

3. Civil Engineer, Ph.D. Candidate, Laboratory of Reinforced Concrete, Dept. of Civil Engineering, Democritus Univ. of Thrace (DUTh), 67100 Xanthi, Greece. E-mail: gmanolit@civil.duth.gr

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%3A5%28531%29

Reference37 articles.

1. Influence of edge sharpness on the strength of square concrete columns confined with FRP composite laminates

2. Bardaro D. Corvaglia P. Manni O. Modarelli R. and Primo T. (2006). “Experimental and numerical study of the behaviour of solid and hollow-core FRP-confined concrete columns.” Proc. 2nd fib Int. Congress Vol. 2 Naples Italy.

3. Analytical Stress–Strain Relationship for Concrete Confined by Steel Stirrups and/or FRP Jackets

4. Strength and strain capacities of concrete compression members reinforced with FRP

5. CEB-FIP MODEL CODE 1990

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