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
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