Effect of Thickness Stretching on Bending, Buckling, and Free Vibration of Functionally Graded Porous Beams

Author:

Wang Zhuangzhuang1ORCID,Ma Liansheng2ORCID

Affiliation:

1. School of Civil Engineering, Southeast University, Nanjing 210096, P. R. China

2. School of Architecture Engineering, Weifang University of Science and Technology, Weifang 262700, P. R. China

Abstract

In this paper, the bending, buckling, and free vibration of functionally graded porous (FGP) beams are studied based on two beam theories (with or without considering thickness stretching, respectively). The effect of thickness stretching is obtained by comparing the results of the two theories. Two symmetrical distributions and one asymmetrical distribution of pores are considered. Both Young’s modulus and mass density of the FGP beams are in gradient variation in the thickness direction. The governing equations are constructed using Hamilton’s principle. The analytical solutions are obtained by Navier’s method. The effects of slenderness ratios, pore distribution, porosity and thickness stretching on FGP beams have been investigated. The results show that the inhomogeneity of FGP beams in the thickness direction is positively correlated with the effect of thickness stretching.

Funder

Natural Science Foundation of Shandong Province

National Natural Science Foundation of China

Science and Technology Program of Gansu Province

Publisher

World Scientific Pub Co Pte Ltd

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