Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6705516 | Composite Structures | 2016 | 10 Pages |
Abstract
Firstly, the measured frequencies are provided by vibration test while the calculated frequencies are provided by a finite element model with discrete Kirchhoff plate element. Then a mode classification process is conducted to accelerate the identification. Every constant is identified by minimizing the difference between the calculated and the measured frequencies of the group that it dominates. This method has been applied to two types of composite plate: unstitched plate and dispersedly stitched plate which presents both macro and meso heterogeneity. The limited dimension along the width direction of the stitch makes the modulus inaccessible by mechanical test and thus this dynamic method turns to be indispensable.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Nan Li, Mabrouk Ben Tahar, Zoheir Aboura, Kamel Khellil,