DocumentCode
3157666
Title
A fundamental research on crack detection of base piles of bridge piers using an acceleration pickup
Author
Fujimoto, Hiroshi ; Okamoto, Masayuki ; Tanaka, Shogo
Author_Institution
Dept. of Mech. & Electr. Eng., Tokuyama Coll. of Technol., Tokuyama
fYear
2008
fDate
20-22 Aug. 2008
Firstpage
1957
Lastpage
1960
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 pick-up on the hexahedron observes the stationary waves generated inside the concrete pillar through the concrete hexahedron. The proposed method measures not only the length of the pillar but also 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.
Keywords
bridges (structures); crack detection; foundations; maximum likelihood estimation; acceleration pickup; base piles; bridge piers; concrete pillar; crack detection; linear dynamic system; maximum likelihood method; stationary waves; Acceleration; Bismuth; Bridges; Concrete; Earthquakes; Educational institutions; Electronic mail; Frequency; Length measurement; Maximum likelihood detection; bridge pier; concrete hexahedron; concrete pillar; crack localization; linear dynamic system; maximum likelihood method; stationary wave;
fLanguage
English
Publisher
ieee
Conference_Titel
SICE Annual Conference, 2008
Conference_Location
Tokyo
Print_ISBN
978-4-907764-30-2
Electronic_ISBN
978-4-907764-29-6
Type
conf
DOI
10.1109/SICE.2008.4654982
Filename
4654982
Link To Document