Influence of reinforcement parameters on punching shear capacity of laterally restrained FRP-reinforced concrete bridge deck slabs-Reference-Cited by-同舟云学术

Influence of reinforcement parameters on punching shear capacity of laterally restrained FRP-reinforced concrete bridge deck slabs

Published:2022-07 Issue: Volume:41 Page:434-446
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Abandah Mohammad R.,Issa Mohsen A.^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference29 articles.

1. ACI Committee 440.1R-06. 2006. “Guide for the Design and Construction of Concrete Reinforced with FRP Bars.” American Concrete Institute, 44. www.concrete.org.

2. Nonlinear Finite Element Analysis of Full-Scale Concrete Bridge Deck Slabs Reinforced with FRP Bars;Al-Rousan;Structures,2020

3. Design, Construction and Monitoring of Four Innovative Concrete Bridge Decks Using Non-Corrosive FRP Composite Bars;Benmokrane,2004

4. Designing and Testing of Concrete Bridge Decks Reinforced with Glass FRP Bars;Benmokrane;J Bridge Eng,2006

5. Construction and Cost Analysis of an FRP Reinforced Concrete Bridge Deck;Berg;Constr Build Mater,2006

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