Numerical Investigation of Nonlinear Interactions between Multimodal Guided Waves and Delamination in Composite Structures

被引:2
作者
Shen, Yanfeng [1 ]
机构
[1] Shanghai Jiao Tong Univ, Univ Michigan Shanghai Jiao Tong Univ Joint Inst, Shanghai, Peoples R China
来源
HEALTH MONITORING OF STRUCTURAL AND BIOLOGICAL SYSTEMS 2017 | 2017年 / 10170卷
基金
中国国家自然科学基金;
关键词
structural health monitoring; guided waves; nonlinear ultrasonics; composite structures; LISA; delamination; higher harmonics; CONNECTION MACHINE SIMULATION; PROPAGATION; CRACK;
D O I
10.1117/12.2259762
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents a numerical investigation of the nonlinear interactions between multimodal guided waves and delamination in composite structures. The elastodynamic wave equations for anisotropic composite laminate were formulated using an explicit Local Interaction Simulation Approach (LISA). The contact dynamics was modeled using the penalty method. In order to capture the stick-slip contact motion, a Coulomb friction law was integrated into the computation procedure. A random gap function was defined for the contact pairs to model distributed initial closures or openings to approximate the nature of rough delamination interfaces. The LISA procedure was coded using the Compute Unified Device Architecture (CUDA), which enables the highly parallelized computation on powerful graphic cards. Several guided wave modes centered at various frequencies were investigated as the incident wave. Numerical case studies of different delamination locations across the thickness were carried out. The capability of different wave modes at various frequencies to trigger the Contact Acoustic Nonlinearity (CAN) was studied. The correlation between the delamination size and the signal nonlinearity was also investigated. Furthermore, the influence from the roughness of the delamination interfaces was discussed as well. The numerical investigation shows that the nonlinear features of wave delamination interactions can enhance the evaluation capability of guided wave Structural Health Monitoring (SHM) system. This paper finishes with discussion, concluding remarks, and suggestions for future work.
引用
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页数:11
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