4.7 Article

Non-polynomial framework for stress and strain response of the FG-GPLRC disk using three-dimensional refined higher-order theory

期刊

ENGINEERING STRUCTURES
卷 228, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2020.111496

关键词

Non-polynomial framework; 3D-RHOSDT; Bending analysis; FG-GPLRC disk; DQM

资金

  1. Open Foundation of the State Key Lab of Silicon Materials [SKL2020-07]

向作者/读者索取更多资源

This article presents a non-polynomial framework for bending responses of functionally graded-graphene nanoplatelets composite reinforced disk and conducts a parametric study to investigate the effects of various factors on the bending characteristics. The results show that the relationship between GPL patterns and shear stress varies in different layers of the disk, and the structure exhibits the best behavior against sinusoidal loading pattern.
This article presents a non-polynomial framework for bending responses of functionally graded-graphene nanoplatelets composite reinforced (FG-GPLRC) disk based upon three-dimensional refined higher-order shear deformation theory (3D-RHOSDT) for various sets of boundary conditions. By employing Hamilton's principle, the structure's governing equations are derived and solved with the aid of the differential quadrature method (DQM). The rule of the mixture and modified Halpin-Tsai model are engaged to provide the effective material constant of the composite layers. Afterward, a parametric study is done to present the effects of weight fraction of GPLs, three kinds of FG patterns, shape mode, three kinds of boundary conditions, and different patterns of applied load on bending characteristics of the FG-GPLRC disk. The results show that in the outer and inner layers of the GPLRC disk, the structure with GPL-X and GPL-O patterns has the highest and lowest value of the shear stress, while in the middle layer, the mentioned relation between GPL patterns and shear stress changes to reverse. Another consequence is that the GPLRC disk has the best bending and static behavior against the sinusoidal pattern of applied load, and the structure shows weaker behavior against the uniform pattern. It is also observed that as the radius ratio increases, the buckled nodes are concentrated along the circumferential direction, and the mentioned issue is more considerable at the higher mode numbers.

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

4.7
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