Paper
3 August 2001 Application of nonlinear dynamics analysis to damage detection and health monitoring of highway structures
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Abstract
This describes a research program to apply nonlinear analysis and chaos theory to structural health monitoring. Earlier approaches based on linear modal analysis typically examined fundamental frequencies of the structure. However, significant changes in the fundamental frequency were usually not detected until the structure was severely damaged. In chaos theory, the fundamental frequencies are not assumed to be fixed, instead they wander time in a characteristic pattern around a central value, called an attractor. In a chaotic system, a set of parameters called Lyapunov exponents play the role of fundamental frequencies in linear system analysis. The current FHWA research program involves the development of algorithms to extract these exponents from structural monitoring data. These algorithms are being evaluated against simulated data sets produced by an advanced 3D nonlinear dynamics finite element code using synthesized ambient traffic loadings. Chaotic behavior was observed in the modeled bridge.
© (2001) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Richard A. Livingston, Shuang Jin, and Dhafer Marzougui "Application of nonlinear dynamics analysis to damage detection and health monitoring of highway structures", Proc. SPIE 4337, Health Monitoring and Management of Civil Infrastructure Systems, (3 August 2001); https://doi.org/10.1117/12.435615
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Cited by 7 scholarly publications.
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KEYWORDS
Bridges

Monte Carlo methods

Nonlinear dynamics

Complex systems

Analytical research

Chaos theory

Finite element methods

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