Chapter
Apr 21, 2012
Application of Damage Location Vector Method in Structural Damage Identification
Authors: Qiu Ping Wang [email protected], Xun Guo [email protected], and Hong Xing WangAuthor Affiliations
Publication: Road Materials and New Innovations in Pavement Engineering
Abstract
In order to locate damages in structures, Damage Location Vector method is introduced. This method treats structures as linear in the pre and post damage states by calculating a set of vectors. These vectors, designated as Damage Locating Vectors (DLVs), have the property of inducing stress fields whose magnitude is zero in the damaged elements (small in the presence of truncations and approximations). The DLVs are associated with sensor coordinates and are computed as the null space of the change in flexibility from the undamaged to the damaged state. In order to verify the effectiveness of the method, an experiment is carried out for single or multiple element damage scenarios. It is demonstrated that the method is effective when the damage extent reaches a certain level.
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Copyright
© 2011 American Society of Civil Engineers.
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Published online: Apr 21, 2012
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ASCE Technical Topics:
- Approximation methods
- Bridge engineering
- Bridges
- Computing in civil engineering
- Engineering fundamentals
- Linear functions
- Mathematical functions
- Mathematics
- Measurement (by type)
- Methodology (by type)
- Research methods (by type)
- Sensors and sensing
- Structural engineering
- Structural system identification
- Structural systems
- Vector analysis
- Verification
Authors
Affiliations
Northeast Agricultural University, School of water resources and civil engineering, Harbin 150030, China; and Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China.E-mail: [email protected]
Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China.E-mail: [email protected]
Hong Xing Wang
Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China.
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