Effective Moment of Inertia Prediction of FRP-Reinforced Concrete Beams Based on Experimental Results-Reference-Cited by-同舟云学术

Effective Moment of Inertia Prediction of FRP-Reinforced Concrete Beams Based on Experimental Results

Published:2012-10 Issue:5 Volume:16 Page:490-498
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mousavi S. Roohollah¹,Esfahani M. Reza²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Sistan and Baluchestan, Zahedan, Iran (corresponding author).

2. Professor, Dept. of Civil Engineering, Ferdowsi Univ. of Mashhad, Mashhad, Iran.

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.1943-5614.0000284

Reference28 articles.

1. Evaluation of deflection in concrete members reinforced with fibre reinforced polymer (FRP) bars

2. ACI Committee 318. (2005). “Building Code Requirements for Reinforced Concrete and Commentary.” ACI 318R-05 American Concrete Institute (ACI) Farmington Hills Mich.

3. ACI Committee 440. (2003). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-03 American Concrete Institute (ACI) Farmington Hills Mich.

4. ACI Committee 440. (2006). “Guide for the Design and Construction of Concrete Reinforced with FRP Bars.” ACI 440.1R-06 American Concrete Institute (ACI) Farmington Hills Mich.

5. Flexural behaviour of concrete beams reinforced with GFRP bars

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