Degradation, repair methods and real service life of soil steel composite bridges in Sweden

Author(s):  
H-√Ö Mattsson ◽  
H Sundquist
2021 ◽  
Author(s):  
Xuefei Shi ◽  
Qi Xu

<p>Steel-concrete composite bridges are currently widely used in highway bridges in China. To reduce durability problems in seasonal freezing region, a design method with given service life is used. The service life is given on the basis of the environment condition and design requirements; then the structural design and safety analysis are carried out, and the durability design and analysis of the structural components are conducted. With the consideration of the mechanical performance, construction convenience and life-cycle cost, the structural scheme for bridges using twin-I girders, cross beams and precast full-width deck is recommended. Weather resistant steel is recommended to be used in nonmarine seasonal freezing regions with stabilization treatment, waterproof and drainage design, local anti-corrosion coating. Finally, a design process considering material, protective layer thickness and construction control is proposed to improve concrete deck durability.</p>


2014 ◽  
Vol 102 (5) ◽  
pp. 3047-3054
Author(s):  
Philippa Maier ◽  
Ulrike Kuhlmann ◽  
Vera Perdigão ◽  
Paulo Barros ◽  
Helena Gervásio ◽  
...  

2016 ◽  
Vol 20 (1) ◽  
pp. 125-138 ◽  
Author(s):  
Jing Zhang ◽  
FTK Au

The remaining service life of a bridge is an important criterion for the bridge master to make decisions of maintenance and rehabilitation. In the assessment of fatigue problems of steel and composite bridges, a crucial step is to determine the fatigue stress spectra, which are usually obtained through field measurements. In this study, the standard fatigue vehicle spectrum of Ting Kau Bridge in Hong Kong is obtained from the dynamic weigh-in-motion system that monitors the traffic flow and volume and axle and gross vehicle weights. An advanced probabilistic loading model is proposed to simulate the vehicles running along the bridge based on measurements from the weigh-in-motion system considering not only the diurnal variations of traffic flow within different time intervals but also the rate of change of the annual traffic. The statistical fatigue reliability assessment at critical locations can then be carried out to estimate the remaining service life of the bridge.


2015 ◽  
Vol 25 (2) ◽  
pp. 159-172 ◽  
Author(s):  
Lars Pettersson ◽  
Esra Bayoglu Flener ◽  
Håkan Sundquist

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