Simply Supported Slab Bridge Damage Identification Based on Curvature Mode Method

Long Zhang

doi:10.4028/www.scientific.net/AMM.351-352.1657

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Simply Supported Slab Bridge Damage Identification...

Simply Supported Slab Bridge Damage Identification Based on Curvature Mode Method

Abstract:

This paper discusses the feasibility of damage identification on simply supported slab bridge by the curvature mode. Firstly, the theoretical basis of curvature modal method for damage identification is introduced. Then, it simulated the structural damages by the use of three-dimensional finite element model, and used curvature mode to identification them validly. Based on the finite element simulation results, the following conclusions can be drawn: the decline of the structural natural frequency can be used to judge if the simply supported slab bridge is damaged. But the declined value is small, it is almost impossible to achieve in the scene, and it also can not be accurately positioning and quantitative; curvature model is very sensitive to the partly change of structure. It cannot be affected by the interference of the other plates, when the damage condition was identified on one plate of the simply-supported slab bridge even if that plate is adjacent plate would not affect it.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

1657-1661

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.1657

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Online since:

August 2013

Authors:

Long Zhang*

Keywords:

Curvature Mode, Damage Identification, Finite Element Analysis (FEA), Simply-Supported Slab Bridge

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* - Corresponding Author

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