DocumentCode :
3238908
Title :
Damage mechanism analysis and load bearing capacity evaluation for field-cast bridge decks
Author :
Jiang, Hanwan ; Li, Hongjiang ; Li, Wanheng ; Cheng, Shoushan
Author_Institution :
Res. Inst. of Highway, MOT, Beijing, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
2071
Lastpage :
2074
Abstract :
Many bridge inspection results shows that serious concrete spalling has occurred in the field-cast bridge deck after the bridge was put into use for couples of years. Some of them even perforated and influence the normal operation of the bridge. Some bridge decks continue to deteriorate after repairment. The paper does some research on damage mechanism and evaluation for field-cast bridge decks.
Keywords :
bridges (structures); inspection; maintenance engineering; bridge inspection; damage mechanism analysis; field-cast bridge decks; load bearing capacity evaluation; Bridges; Concrete; Inspection; Maintenance engineering; Roads; Computation of coefficients; fatigue; field-cast bridge deck; load bearing capacity;
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.2011.5775365
Filename :
5775365
Link To Document :
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