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 :
بازگشت