Design Equations for Concrete Bridge Decks with FRP Stay-in-Place Structural Forms-Reference-Cited by-同舟云学术

Design Equations for Concrete Bridge Decks with FRP Stay-in-Place Structural Forms

Published:2016-10 Issue:5 Volume:20 Page:04016024
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Noël Martin¹,Fam Amir²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.

2. Donald and Sarah Munro Chair Professor in Engineering and Applied Science, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author).

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.1943-5614.0000681

Reference20 articles.

1. ACI (American Concrete Institute). (1995). “Building code requirements for structural concrete.” ACI Committee 318 Farmington Hills MI.

2. Structural Behavior of FRP Composite Bridge Deck Panels

3. Construction and cost analysis of an FRP reinforced concrete bridge deck

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