Fatigue stress analysis of the U rib to deck weld connections in orthotropic steel deck

2014 ◽  
pp. 1366-1372
Author(s):  
Y Zhao ◽  
B Ji ◽  
Z Fu ◽  
X Chen ◽  
F Wang ◽  
...  
Keyword(s):  
Stress Analysis ◽  
Orthotropic Steel Deck ◽  
Fatigue Stress ◽  
Steel Deck

Analysis of the Fatigue Stress on Welded Joints of the U-Rib in an Orthotropic Steel Deck

2014 ◽  
Vol 891-892 ◽  
pp. 1694-1698
Author(s):  
Sung Nam Hong ◽  
Jon Gin Park ◽  
Sun Kyu Park ◽  
Jin Woong Choi
Keyword(s):  
Welded Joints ◽  
Parametric Study ◽  
Fatigue Cracking ◽  
Steel Bridges ◽  
Orthotropic Steel Deck ◽  
Fatigue Stress ◽  
Steel Deck

With the improvement in the quality of steel materials, the issue of fatigue cracking has become more important for steel bridges than the failure of the material itself. In this study, the Pelikan-Esslinger method was used to determine the fatigue stress of an orthotropic steel deck. A parametric study was then conducted with the steel deck components as the parameters. Based on the results, the effect of the diverse components of the steel deck on the fatigue stress was analyzed.

Virtual Monitoring of orthotropic steel deck using bridge weigh-in-motion algorithm: Case study

2018 ◽  
Vol 18 (2) ◽  
pp. 610-620 ◽  
Author(s):  
Longwei Zhang ◽  
Hua Zhao ◽  
Eugene J OBrien ◽  
Xudong Shao
Keyword(s):  
Field Tests ◽  
Life Assessment ◽  
Dynamic Strain ◽  
Orthotropic Steel Deck ◽  
Remaining Service Life ◽  
Fatigue Life Assessment ◽  
Weigh In Motion ◽  
Gross Vehicle Weight ◽  
Bridge Weigh In Motion ◽  
Steel Deck

This article outlines a Virtual Monitoring approach for fatigue life assessment of orthotropic steel deck bridges. Bridge weigh-in-motion was used to calculate traffic loads which were then used to calculate “virtual” strains. Some of these strains were checked through long-term monitoring of dynamic strain data. Field tests, incorporating calibration with pre-weighed trucks and monitoring the response to regular traffic, were conducted at Fochen Bridge, which has an orthotropic steel deck and is located in Foshan City, China. In the calibration tests, a 45-t 3-axle truck ran repeatedly across Lane 2, the middle lane in a 3-lane carriageway. The results show that using an influence surface to weigh vehicles can improve the accuracy of the weights and, by inference, of remaining service life calculations. The most fatigue-prone position was found to be at the cutout in the diaphragms. Results show that many vehicles are overweight—the maximum gross vehicle weight recorded was 148 t, nearly 3.6 times heavier than the fatigue design truck.

16.27: Fabrication activities and quality aspects of the Third Bosphorus Bridge orthotropic steel deck

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 4256-4265
Author(s):  
Carmine Molinaro ◽  
Roberto Sorge ◽  
Gennaro Fiscina
Keyword(s):  
Orthotropic Steel Deck ◽  
The Third ◽  
Quality Aspects ◽  
Steel Deck

scholarly journals Field measurement and fatigue assessment of orthotropic steel deck with asphalt pavement.

1997 ◽  
pp. 161-171 ◽  
Author(s):  
Masanori Iwasaki ◽  
Koh Nagata ◽  
Takehiro Nishikawa ◽  
Tatsuya Ojio ◽  
Kentaro Yamada
Keyword(s):  
Field Measurement ◽  
Asphalt Pavement ◽  
Fatigue Assessment ◽  
Orthotropic Steel Deck ◽  
Steel Deck

Experimental and numerical characterization of a membrane material for orthotropic steel deck bridges: Part 2

2008 ◽  
Vol 44 (9-10) ◽  
pp. 580-594 ◽  
Author(s):  
X. Liu ◽  
T.O. Medani ◽  
A. Scarpas ◽  
M. Huurman ◽  
A.A.A. Molenaar
Keyword(s):  
Membrane Material ◽  
Orthotropic Steel Deck ◽  
Numerical Characterization ◽  
Steel Deck
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