State-Space Formulation for Buckling and Free Vibration of Axially Functionally Graded Graphene Reinforced Nanocomposite Microbeam under Axially Varying Loads

Author:

Liu Dongying1ORCID,Su Junxiang1,Zhao Li2,Shen Xudong3

Affiliation:

1. School of Civil Engineering, Guangzhou University, Guangzhou 510006, China

2. School of Civil Engineering and Architecture, Zhejiang University of Science & Technology, Hangzhou 310023, China

3. Huanjiang Laboratory, No. 7 Wenzhong Road, Taozhu Street, Zhuji 311816, China

Abstract

This paper focuses on the size-dependent free vibration and buckling behaviors of the axially functionally graded (AFG) graphene platelets (GPLs) reinforced nanocomposite microbeams subjected to axially varying loads (AVLs). With various axial grading patterns, the GPL nano-reinforcements are distributed throughout the polymer matrix against microbeam length, and the improved Halpin–Tsai micromechanics model and the rule of mixture are adopted to evaluate the effective material properties. Eigenvalue equations of the microbeams governing the static stability and vibration are derived based on the modified couple stress Euler–Bernoulli beam theory via the state-space method, and are analytically solved with the discrete equilong segment model. The effects of axial distribution patterns, weight fraction, and geometric parameters of GPLs, as well as different types of AVLs, on the size-dependent buckling load and natural frequency are scrutinized in detail. The results show that the synchronized axial distributions of GPLs and AVLs could improve the buckling resistance and natural frequency more powerfully.

Funder

Guangzhou basic and applied basic research of the city and school jointly funded projects

Natural Science Foundation of Guangdong Province

Publisher

MDPI AG

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