4.5 Article

Investigation of free and forced vibration of GFRP corrugated bio-inspired sandwich beam with HSDT: Numerical and experimental study

期刊

MECHANICS OF ADVANCED MATERIALS AND STRUCTURES
卷 30, 期 18, 页码 3734-3748

出版社

TAYLOR & FRANCIS INC
DOI: 10.1080/15376494.2022.2081750

关键词

Bioinspired core; transverse shear modulus; mechanical testing; free vibration; forced vibration; HSDT

向作者/读者索取更多资源

This study investigates the vibration behavior of GFRP corrugated bio-inspired sandwich beams using higher-order shear deformation theory (HSDT). The results show that the core configurations and ply arrangements significantly affect the stiffness and natural frequencies of the sandwich beams.
Sandwich structures benefited many industries, including aviation, automobile, and naval. The core of the sandwich plays a significant role in structural behavior. This work investigates the free and forced vibration behavior of GFRP corrugated bio-inspired sandwich beams with higher-order shear deformation theory (HSDT). Four different GFRP corrugated bioinspired core configurations are designed, fabricated, and tested using an alternative dynamic method to evaluate the complex shear modulus. The elastic properties of the face sheet for the corrugated bioinspired sandwich beam using the impulse excitation method (ASTM E1876). The user-defined MATLAB code is formulated to analyze the free and forced vibration of the corrugated bioinspired sandwich beam. Among various bioinspired composite sandwich beam configurations, CBIM01 produces the highest stiffness, followed by CBIM02, CBIM03, and CBIM04 because of the strain energy distribution. Pattern arrangement and rectangular strip in the bioinspired composite sandwich beam configurations significantly differ in the natural frequencies. Further, a parametric study of the sandwich beam for four different corrugated bioinspired cores and ply configurations is analyzed using HSDT.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.5
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据