Long-Term In Situ Performance Investigation of Orthotropic Steel Bridge Deck Strengthened by SPS and RPC Solutions

2019 ◽  
Vol 24 (6) ◽  
pp. 04019054 ◽  
Author(s):  
Shilei Wang ◽  
Zaitian Ke ◽  
Yan Gao ◽  
Yong Zhang
2006 ◽  
Vol 62 (4) ◽  
pp. 950-963 ◽  
Author(s):  
Chitoshi MIKI ◽  
Keigo SUZUKI ◽  
Takashi KANO ◽  
Eiichi SASAKI ◽  
Minoru ISHIDA ◽  
...  

2015 ◽  
Vol 1096 ◽  
pp. 562-566 ◽  
Author(s):  
Bo Yu ◽  
Tao Hong ◽  
Jian Zhang ◽  
Qing Yu Liang

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.


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

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