4.7 Article

Variational Solution and Numerical Simulation of Bimodular Functionally Graded Thin Circular Plates under Large Deformation

期刊

MATHEMATICS
卷 11, 期 14, 页码 -

出版社

MDPI
DOI: 10.3390/math11143083

关键词

variational solution; numerical simulation; bimodular effect; functionally graded materials; thin circular plate; large deformation

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In this study, the variational method and numerical simulation technique were used to solve the problem of bimodular functionally graded thin plates under large deformation. The variational method was applied to establish a functional based on the elastic strain energy of the plate and the undetermined coefficients in the functional were changed to achieve variation. The numerical simulation technique was utilized to simulate the bimodular effect and functionally graded properties of the materials. The results showed agreement between the numerical simulation and variational solution, validating the effectiveness of the variational solution obtained.
In this study, the variational method and numerical simulation technique were used to solve the problem of bimodular functionally graded thin plates under large deformation. During the application of the variational method, the functional was established on the elastic strain energy of the plate while the variation in the functional was realized by changing undetermined coefficients in the functional. As a result, the classical Ritz method was adopted to obtain the important relationship between load and maximum deflection that is of great concern in engineering design. At the same time, the numerical simulation technique was also utilized by applying the software ABAQUS6.14.4, in which the bimodular effect and functionally graded properties of the materials were simulated by subareas in tension and compression, as well as the layering along the direction of plate thickness, respectively. This study indicates that the numerical simulation results agree with those from the variational solution, by comparing the maximum deflection of the plate, which verifies the validity of the variational solution obtained. The results presented in this study are helpful for the refined analysis and optimization design of flexible structures, which are composed of bimodular functionally graded materials, while the structure is under large deformation.

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