Design and Field Testing of a First Continuous Slab-on-Girder Bridge with a Hybrid GFRP–Steel-Reinforced Bridge Deck in Canada

2020 ◽  
Vol 25 (8) ◽  
pp. 04020044 ◽  
Author(s):  
Omar I. Abdelkarim ◽  
Ehab A. Ahmed ◽  
Brahim Benmokrane ◽  
Marc-Antoine Loranger
2002 ◽  
Vol 57 (1-4) ◽  
pp. 373-375 ◽  
Author(s):  
Sreenivas Alampalli ◽  
Jonathan Kunin

2021 ◽  
Author(s):  
Yao Wang ◽  
Mirela D. Tumbeva ◽  
Ashley P. Thrall

This research experimentally and numerically evaluated the reserve strength of girder bridges due to bridge rail load shedding. The investigation included: (1) performing non-destructive field testing on two steel girder bridges and one prestressed concrete girder bridge, (2) developing validated finite element numerical models, and (3) performing parametric numerical investigations using the validated numerical modeling approach. Measured data indicated that intact, integral, reinforced concrete rails participate in carrying live load. Research results culminated in recommendations to evaluate the reserve strength of girder bridges due to the participation of the rail, as well as recommendations for bridge inspectors for evaluating steel girder bridges subjected to vehicular collision.


2003 ◽  
Vol 7 (5) ◽  
pp. 515-524 ◽  
Author(s):  
Kyoung Bong Han ◽  
Kwang Soo Kim ◽  
Young Jae Lee ◽  
Sun Kyu Park

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