scholarly journals Mechanical behavior of the asphalt wearing surface on an orthotropic steel bridge deck under cyclic loading

2022 ◽  
Vol 16 ◽  
pp. e00836
Author(s):  
Viet Hai Hoang ◽  
Quang Tuan Nguyen ◽  
Anh Tuan Tran ◽  
Thi Cam Ha Tran ◽  
Tu Anh Do
Keyword(s):  
Cyclic Loading ◽  
Mechanical Behavior ◽  
Bridge Deck ◽  
Steel Bridge ◽  
Orthotropic Steel Bridge Deck

Finite Element Analysis on Mechanical Behavior of Orthotropic Steel Bridge Deck in Balinghe Bridge

2013 ◽  
Vol 639-640 ◽  
pp. 239-242
Author(s):  
Jian Hua Cheng ◽  
Jian Min Xiong ◽  
Jin Zhi Zhou
Keyword(s):  
Mechanical Behavior ◽  
Bridge Deck ◽  
Fatigue Cracks ◽  
Steel Bridge ◽  
Bridge Structure ◽  
Future Health ◽  
Wheel Load ◽  
Element Analysis ◽  
Box Girder ◽  
Orthotropic Steel Bridge Deck

Orthotropic plate participates in bridge structure as a part of steel box girder, while in Balinghe Bridge it is used as bridge deck directly to endure the wheel load [1]. In this paper it’s studied systematically the mechanical behavior of orthotropic steel bridge deck in combination with the deck model of Balinghe Bridge, and shows the positions emerging fatigue cracks to provide the basis for future health monitoring and put forward some suggestions.

Analysis of Fatigue Mechanical Behaviors of Welding Conformations in Orthotropic Steel Bridge Deck

2015 ◽  
Vol 1096 ◽  
pp. 562-566 ◽  
Author(s):  
Bo Yu ◽  
Tao Hong ◽  
Jian Zhang ◽  
Qing Yu Liang
Keyword(s):  
Fatigue Damage ◽  
Bridge Deck ◽  
Fatigue Tests ◽  
Steel Bridge ◽  
Test Results ◽  
Practical Application ◽  
Mechanical Behaviors ◽  
Homogeneous Test ◽  
Orthotropic Steel Bridge Deck ◽  
Damage Theory

Due to the superior structure style, orthotropic steel bridge deck has been getting more and more widely practical application. The static and fatigue tests of the orthotropic steel bridge deck models were carried out in this research paper, which presented the fatigue damage developing laws, compared the test results with homogeneous test results in existing documents, and according to the relative fatigue accumulative damage theory, the fatigue accumulative damage equations of the sectional specimen and the whole specimen are respectively studied.

Evaluation on root-deck fatigue of orthotropic steel bridge deck

2013 ◽  
Vol 90 ◽  
pp. 174-183 ◽  
Author(s):  
Bohai Ji ◽  
Rong Liu ◽  
Ce Chen ◽  
Hirofumi Maeno ◽  
Xiongfei Chen
Keyword(s):  
Bridge Deck ◽  
Steel Bridge ◽  
Orthotropic Steel Bridge Deck
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