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Kai Zhou

Researcher at Shanghai Jiao Tong University

Publications -  6
Citations -  89

Kai Zhou is an academic researcher from Shanghai Jiao Tong University. The author has contributed to research in topics: Boundary value problem & Orthotropic material. The author has an hindex of 5, co-authored 6 publications receiving 53 citations.

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Aero-thermo-elastic flutter analysis of supersonic moderately thick orthotropic plates with general boundary conditions

TL;DR: In this paper, a unified solution is proposed to evaluate the aero-thermo-elastic flutter of supersonic plates with general boundary conditions, in which the classical and non-classical boundary conditions can be dealt with.
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Closed Form Solutions for Vibration and Sound Radiation of Orthotropic Plates under Thermal Environment

TL;DR: In this article, a closed form solution for the vibration and acoustic problem of orthotropic plates under a thermal environment is presented, where Hamilton's principle is utilized to derive the governing equatio...
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Sound Radiation Analysis of Functionally Graded Porous Plates with Arbitrary Boundary Conditions and Resting on Elastic Foundation

TL;DR: In this paper, the sound radiation behaviors of the functionally graded porous (FGP) plate with arbitrary boundary conditions and resting on elastic foundation are studied by means of the modified FGP plate.
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A variational formulation for vibration analysis of curved beams with arbitrary eccentric concentrated elements

TL;DR: In this article, a modified variational method is developed to study the free and forced vibration of curved beams subjected to different boundary conditions, where an arbitrary number of eccentric concentrated elements attached to the beams are taken into account.
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Free and forced vibration analysis of moderately thick orthotropic plates in thermal environment and resting on elastic supports

TL;DR: In this paper, the free and forced vibration of moderately thick orthotropic plates under thermal environment and resting on elastic supports was investigated, and the first-order shear deformation theory was employed to formulate the strain and kinetic energy functions of the structures, and then the stiffness and mass matrices can be obtained by applying the Hamilton's principle.