Structural Characteristics of FRP-Concrete Bridge Deck System

2012 ◽  
Vol 178-181 ◽  
pp. 2369-2372
Author(s):  
Fan Li ◽  
Rong Xia Wang ◽  
Shun Wei Chen ◽  
Jian Bin Zhou

This paper describes the structural forms for hybrid FRP-concrete highway bridge deck. This bridge deck is applid in a project, which involved the implement of FRP-concrete deck over prestress concrete girders. In this project three forms of FRP reinforcing were combined to reinforce the concrete deck. This paper introduced another stiffened FRP deck panels connecte with the FRP composite girders in the steel-free FRP-composite modular bridge system. It is shown that the combination of FRP meterial and concrete for bridge deck is recommended in the design of highway bridge.

PCI Journal ◽  
1995 ◽  
Vol 40 (1) ◽  
pp. 59-80 ◽  
Author(s):  
Mohsen A. lssa ◽  
Ahmad-Talalldriss ◽  
lraj I. Kaspar ◽  
Salah Y. Khayyat

PCI Journal ◽  
1998 ◽  
Vol 43 (1) ◽  
pp. 74-85 ◽  
Author(s):  
Mohsen A. Issa ◽  
Alfred A. Yousif ◽  
Mahmoud A. lssa ◽  
lraj I. Kaspar ◽  
Salah Y. Khayyat

2011 ◽  
Vol 99-100 ◽  
pp. 1251-1254 ◽  
Author(s):  
Jian Wei Huang

This paper presents the investigation of sustained stress level in GFRP bar used as main reinforcement in typical reinforced concrete bridge deck, which is often subject to severe environmental exposures in North America. AASHTO LFRD approach is used for the design of GFRP RC deck that also meets with the requirements per as specified in ACI 440.1R-06. Research results show that the sustained stress level in GFRP bar varies in the range of approx. 3% -7% for bridge deck with various deck thickness and girder spacing.


2021 ◽  
Vol 2021 ◽  
pp. 1-17
Author(s):  
Yize Zuo ◽  
Yuqi Cao ◽  
Yuqi Zhou ◽  
Wei Wei Liu

The state-of-the-art review of hybrid GFRP-concrete systems for bridge decks is presented in this study. Previous research on the experimental work, analytical modeling, and field application on hybrid GFRP-concrete deck systems are presented, along with a variety of deck systems are discussed. Then, seven typical types of connection technology between FRP and concrete are introduced and compared. Besides, the current progress on the performance of shear connections via beam tests, pushout tests, and pullout tests are probed, respectively. Finally, general conclusions are made, identifying the need for future research.


2015 ◽  
Vol 29 (3) ◽  
pp. 04014075
Author(s):  
Korin M. Holden ◽  
Chris P. Pantelides ◽  
James M. Ries ◽  
Shawn H. Malan

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