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