Fatigue behavior of GFRP and steel reinforced bridge decks designed using traditional and empirical methodologies-Reference-Cited by-同舟云学术

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Fatigue behavior of GFRP and steel reinforced bridge decks designed using traditional and empirical methodologies

Published:2015-08-03 Issue:3 Volume:11 Page:87-94
ISSN:1573-2487
Container-title:Bridge Structures
language:
Short-container-title:BRS

Author:

Yost J.¹,Dinehart D.¹,Gross S.¹,Reilly P.²,Reichmann D.³

Affiliation:

1. Villanova University, Villanova, PA, USA

2. McCormick Taylor, Philadelphia, PA, USA

3. AECOM, Philadelphia, PA, USA

Publisher

IOS Press

Subject

Building and Construction

Reference15 articles.

1. American association of state highway and transportation officials (AASHTO) 2010. LRFD bridge design specifications 4th Edition, Washington, D.C., USA

2. American association of state highway and transportation officials (AASHTO) 2009. Bridge design guide specifications for GFRP reinforced concrete decks and traffic railings,Washington, D. C., USA

3. Test of model composite bridge decks;Batchelor;ACI J,1976

4. Investigation of the ultimate strength of deck slabs of composite steel/concrete bridges;Batchelor;Transportation Research Record 664: National Research Council, Washington, D.C,1978

5. Load capacity of bridge decks;Beal;ASCE J of the Str Div,1982

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Behavior of Hybrid Reinforced Concrete Bridge Decks under Static and Fatigue Loading;Polymers;2022-11-26

2. Simulation of Fatigue Fracture Detection of Bridge Steel Structures under Cyclic Loads;Computational Intelligence and Neuroscience;2022-09-13

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