Predicting the Response of FRP-Strengthened Reinforced-Concrete Flexural Members with Nonlinear Evolutive Analysis Models-Reference-Cited by-同舟云学术

Predicting the Response of FRP-Strengthened Reinforced-Concrete Flexural Members with Nonlinear Evolutive Analysis Models

Published:2011-10 Issue:5 Volume:15 Page:799-809
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Marí Antonio R.¹²³,Oller Eva¹²³,Bairán Jesús M.¹²³

Affiliation:

1. Professor, Construction Engineering Dept., Civil Engineering School, Universitat Politècnica de Catalunya, Jordi Girona 1–3, C-1 201, 08034 Barcelona, Spain.

2. Assistant Professor, Construction Engineering Dept., Civil Engineering School, Universitat Politècnica de Catalunya, Jordi Girona 1–3, C-1 201, 08034 Barcelona, Spain (corresponding author).

3. Assistant Professor, Construction Engineering Dept., Civil Engineering School, Universitat Politècnica de Catalunya, Jordi Girona 1–3, C-1 201, 08034 Barcelona, Spain.

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%29CC.1943-5614.0000214

Reference29 articles.

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2. Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members

3. Comisión Permanente del Hormigón (CPH). (2008). “Instrucción del hormigón estructural: EHE-08.” Ministerio de Fomento de España (in Spanish).

4. Nonlinear Time-Dependent Analysis of Segmentally Constructed Structures

5. El-Refaie S. A. Ashour A. F. and Garrity S. W. (2003). “CFRP strengthened continuous beams.” Proc. Institution of Civil Engineers Structures and Buildings 156(SB4) 395–404.

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