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Elastic buckling performance of FG porous plates embedded between CNTRC piezoelectric patches based on a novel quasi 3D-HSDT in hygrothermal environment

  • Yujie Zhang (School of Environmental Engineering, Wuhan Textile University) ;
  • Zhihang Guo (School of Environmental Engineering, Wuhan Textile University) ;
  • Yimin Gong (School of Environmental Engineering, Wuhan Textile University) ;
  • Jianzhong Shi (School of Environmental Engineering, Wuhan Textile University) ;
  • Mohamed Hechmi El Ouni (Department of Civil Engineering, College of Engineering, King Khalid University) ;
  • Farhan Alhosny (Mechanical Engineering Department, UAE University)
  • Received : 2023.03.03
  • Accepted : 2023.06.08
  • Published : 2023.08.25
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Abstract

The under-evaluation structure includes a functionally graded porous (FGP) core which is confined by two piezoelectric carbon nanotubes reinforced composite (CNTRC) layers. The whole structure rests on the Pasternak foundation. Using quasi-3D hyperbolic shear deformation theory, governing equations of a sandwich plate are driven. Moreover, face sheets are subjected to the electric field and the whole model is under thermal loading. The properties of all layers alter continuously along with thickness direction due to the CNTs and pores distributions. By conducting the current study, the results emerged in detail to assess the effects of different parameters on buckling of structure. As instance, it is revealed that highest and lowest critical buckling load and consequently stiffness, is due to the V-A and A-V CNTs dispersion type, respectively. Furthermore, it is revealed that by porosity coefficient enhancement, critical buckling load and consequently, stiffness reduces dramatically. Current paper results can be used in various high-tech industries as aerospace factories.

Keywords

Acknowledgement

The fifth author extends his appreciation to the Deanship of Scientific Research at King Khalid University for funding this work through large group Research Project under grant number RGP2/6/44.

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