Structural performance analysis for UHPFRC-OSD composite bridge deck with cold connectors

2021 ◽  
pp. 1288-1296
Author(s):  
T. O. N. Houankpo ◽  
L. Duan ◽  
C. S. Wang
Keyword(s):  
Performance Analysis ◽  
Bridge Deck ◽  
Structural Performance ◽  
Composite Bridge ◽  
Composite Bridge Deck

The Applicability Study on the FRP-Concrete Composite Bridge Deck for Cable-Stayed Bridges

2012 ◽  
Vol 525-526 ◽  
pp. 593-596
Author(s):  
Sung Tae Kim ◽  
Sung Yong Park ◽  
Keun Hee Cho ◽  
Jeong Rae Cho ◽  
Byung Suk Kim
Keyword(s):  
Performance Test ◽  
Bridge Deck ◽  
Structural Performance ◽  
Construction Technology ◽  
Test Results ◽  
Cable Stayed Bridge ◽  
Composite Bridge ◽  
Support Conditions ◽  
Composite Bridge Deck ◽  
Cable Stayed Bridges

This study is related to the FRP-concrete composite bridge deck for cable-stayed bridges developed by the Korea Institute of Construction Technology since 2007. This deck disposes a FRP panel at the bottom and is orthotropic owing to its fabrication through pultrusion process. In the cable-stayed bridge applying precast deck, support conditions occur at the cross beam and edge girder. Therefore, need is to verify the performances in the longitudinal and transverse directions when applying the orthotropic deck to cable-stayed bridges. Accordingly, specimens enabling to verify the performance in each direction are fabricated and subject to structural performance test. Based on the test results, the serviceability and applicability of the FRP-concrete composite deck to cable-stayed bridges are evaluated.

Static and sustained loading behavior of a basalt FRP shell–concrete composite bridge deck: An experimental and numerical study

2021 ◽  
Vol 230 ◽  
pp. 111689
Author(s):  
Zheqi Peng ◽  
Xin Wang ◽  
Lining Ding ◽  
Yizhi Yang ◽  
Zhishen Wu ◽  
...  
Keyword(s):  
Bridge Deck ◽  
Numerical Study ◽  
Sustained Loading ◽  
Composite Bridge ◽  
Composite Bridge Deck
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