DocumentCode
1608099
Title
A Fundamental Research on Crack Detection of Base Piles of Bridge Piers Using an Acceleration Pickup
Author
Okamoto, Masayuki ; Fujimoto, Hiroshi ; Tanaka, Shogo
Author_Institution
Graduate Sch. of Sci. & Eng., Yamaguchi Univ., Ube
fYear
2006
Firstpage
5792
Lastpage
5796
Abstract
This fundamental research is concerned with the crack detection of a concrete pillar combined with a concrete hexahedron, which is a model of the base pile of a bridge pier. Stationary waves are generated in the pillar by hitting the head of the concrete hexahedron with a hammer. An acceleration pickup on the hexahedron observes the stationary waves generated inside the concrete pillar through the concrete hexahedron. The proposed method measures the depth of the crack in the pillar by modeling the sensor output as an output of a linear dynamic system with unknown parameters and applying a maximum likelihood method. Experiments will show that the length of the pillar is accurately measured for a pillar with no cracks. By combining the result with our previous reports, we can easily expect that the location of cracks will also be accurately measured if the pillar has cracks
Keywords
bridges (structures); concrete; crack detection; foundations; maximum likelihood detection; acceleration pickup; base piles; bridge piers; concrete hexahedron; concrete pillar; crack depth; crack detection; crack location; linear dynamic system; maximum likelihood method; sensor output; stationary waves; Acceleration; Bridges; Concrete; Earthquakes; Educational institutions; Electronic mail; Frequency; Length measurement; Maximum likelihood detection; Surface waves; bridge pier; concrete hexahedron; concrete pillar; crack localization; linear dynamic system; maximum likelihood method; stationary wave;
fLanguage
English
Publisher
ieee
Conference_Titel
SICE-ICASE, 2006. International Joint Conference
Conference_Location
Busan
Print_ISBN
89-950038-4-7
Electronic_ISBN
89-950038-5-5
Type
conf
DOI
10.1109/SICE.2006.314678
Filename
4108613
Link To Document