DocumentCode :
3255933
Title :
Freeze-thaw durability estimation of the bridge based on the indoor and outdoor freeze-thaw cycle experiment
Author :
Yuan Cheng-fang ; Niu Di-tao ; Cong-tao, Sun ; Qing-shan, Gai
Author_Institution :
Sch. of Civil Eng., Xi´´an Univ. of Archit. & Technol., Xi´´an, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
5997
Lastpage :
6000
Abstract :
The Song hua River Highway Bridge is located in the northeast cold areas, which is affected by the freeze-thaw cycles vulnerably. Both of the indoor rapid freeze-thaw experiment and outdoor natural exposure experiment were taken for the main concrete components of the bridge. Through experiment, The freeze-thaw damage law for concrete was mastered. Take the loss ratio of concrete dynamic modulus of elasticity as the measure for extent of freeze-thaw damage. The freeze-thaw damage extent of concrete exposed to natural environmental was converted into rapid freeze-thaw cycles, then the freeze-thaw durability life for the main concrete components of the bridge were calculated. This prediction method combines the accuracy of indoor experiment and rapidity of outdoor experiment predictions accurately reflect the actual situation of the project.
Keywords :
bridges (structures); concrete; durability; elastic moduli; freezing; melting; Song hua river highway bridge; concrete components; dynamic elasticity modulus; freeze-thaw damage law; freeze-thaw durability estimation; indoor freeze-thaw cycle experiment; outdoor freeze-thaw cycle experiment; outdoor natural exposure experiment; Anti-freeze; Bridges; Concrete; Loss measurement; Rivers; Road transportation; Structural beams; Highway bridge; freeze-thaw cycles; freeze-thaw durability life; loss ratio of dynamic modulus of elasticity;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5776190
Filename :
5776190
Link To Document :
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