Effect of Thickness Stretching on Bending, Buckling, and Free Vibration of Functionally Graded Porous Beams
-
Published:2024-05-25
Issue:
Volume:
Page:
-
ISSN:0219-4554
-
Container-title:International Journal of Structural Stability and Dynamics
-
language:en
-
Short-container-title:Int. J. Str. Stab. Dyn.
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
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献