Damage Identification for Beam Structure Based on Correlation Dimension

Mao Jiang; Ling Zhou; Ying Tao Li; Hai Qing Zhou; Jun Shao

doi:10.4028/www.scientific.net/AMM.193-194.1342

Paper Titles

Preserving the Sense of Place: A Case Study of Hawaii State Capitol Building
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Analysis on Steel-Concrete Interface of Hybrid Self-Anchored Suspension Bridge
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Prevent Fabricated Floor Slit Cracking Construction Technology
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Bridge Structure Random Reliability Analysis
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Damage Identification for Beam Structure Based on Correlation Dimension
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Seismic Rehabilitation of a Three-Storey R/C Flat-Slab Prototype Structure Using Different Techniques
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Study on Stability Behavior of Cable-Stayed Ultra-High Strength Steel Column with Welded I-Section
p.1352

Research on Carbon Fiber Strengthening Node of Reinforced Concrete Framework under the Action of Seismic Wave
p.1357

Study on the Recycled Concrete Beam’s Stiffness
p.1361

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 193-194Damage Identification for Beam Structure Based on...

Damage Identification for Beam Structure Based on Correlation Dimension

Abstract:

In order to explore the effective damage identification method for structure, the structural vibration signal is directly correlation dimension analyzed according to fractal theory, and structural damage is identified by measuring the singularity in system output, then the method for structural damage identification based on correlation dimension of vibration response is proposed. The damage analysis results of a simply supported beam demonstrate that, the proposed method can accurately detect single and multi different degree damage’s location of beam structure, and alteration of correlation dimension will increase along with the damage degree