Re-examination of thermo-mechanical buckling and postbuckling responses of sandwich plates with porous FG-GPLRC core

被引:20
|
作者
Chen, Xiuhua [1 ]
Shen, Hui-Shen [1 ]
Xiang, Y. [2 ]
机构
[1] Shanghai Jiao Tong Univ, Sch Aeronaut & Astronaut, Shanghai 200240, Peoples R China
[2] Western Sydney Univ, Sch Engn Design & Built Environm, Locked Bag 1797, Penrith, NSW 2751, Australia
关键词
Porous material; Graphene platelets; Sandwich plate; Temperature-dependent; Functionally graded; COMPOSITE LAMINATED PLATES; VELOCITY IMPACT ANALYSIS; MECHANICAL-PROPERTIES; GRAPHENE NANOPLATELETS; THERMAL-EXPANSION; VIBRATION; LAYERS; STABILITY; DYNAMICS; METALS;
D O I
10.1016/j.tws.2023.110735
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The current study re-examines compressive postbuckling and thermal postbuckling responses of porous sandwich plates resting on an elastic foundation. The core of the sandwich plates is made of porous graphene platelets reinforced composite (GPLRC). Compressive postbuckling of the porous sandwich plates under uniaxial compression at elevated temperature and thermal postbuckling of the same plates under uniform thermal loading are studied. The GPLRC core is made of multilayers, and each layer may have different values of porosity coefficient to obtain a piecewise functionally graded (FG) pattern. The Young's moduli along with the shear modulus of the porous GPLRC core are estimated through a generic Halpin-Tsai model in which the porous nature of the material is taken into consideration. The material properties of the metal face sheets and the porous GPLRC core are assumed to be temperature dependent. The governing equations for the postbuckling of the porous sandwich plates reinforced by GPLs are established based on the Reddy's third order shear deformation theory (TSDT). In the modeling, we also consider the von Karman nonlinear strain-displacement relationships, the plate-foundation interaction and the thermal effect. A two-step perturbation approach is utilized in solving the postbuckling problem. Numerical studies are performed to compare the results obtained from the present model and the equivalent isotropic model (EIM). The results confirm that the EIM is not suitable for analyzing buckling and postbuckling of porous plates.
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页数:11
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