Three dimensional mechanical behaviors of in-plane functionally graded plates

A semi-analytical solution procedure to investigate the distributions of displacement and stress components in the in-plane functionally graded plates based on the scaled boundary finite element method (SBFEM) in association with the precise integration algorithm (PIA) is developed in this paper. Th...

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Published in:Composite structures Vol. 241; p. 112124
Main Authors: Zhang, Pengchong, Qi, Chengzhi, Fang, Hongyuan, He, Wei
Format: Journal Article
Language:English
Published: Elsevier Ltd 01.06.2020
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ISSN:0263-8223, 1879-1085
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Abstract A semi-analytical solution procedure to investigate the distributions of displacement and stress components in the in-plane functionally graded plates based on the scaled boundary finite element method (SBFEM) in association with the precise integration algorithm (PIA) is developed in this paper. The proposed approach is applicable to conduct the flexural analysis on functionally graded plates with various geometric configurations, boundary conditions, aspect ratios and gradient functions. The elastic material parameters of functionally graded plates discussed here are mathematically formulated as power law, exponential and trigonometric functions varied along with the in-plane directions in a continuous pattern. Only a surface of the plate parallel to the middle plane is required to be discretized with two dimensional high order spectral elements, which contributes to reducing the computational expense. By virtue of the scaled boundary coordinates, the virtual work principle and the internal nodal force vector, the basic equations of elasticity are converted into a first order ordinary differential SBFEM matrix equation. The general solution of the governing equation is analytically expressed as a matrix exponential with respect to the transverse coordinate z. According to the PIA, the stiffness matrix from the matrix exponential can be acquired. Considering that the PIA is a highly accurate method, any desired accuracy of the displacement and stress field can be obtained. The entire derivation process is built on the three dimensional elasticity equations without importing any assumptions on the plate kinematics. Comparisons with numerical solutions available from prevenient researchers are made to validate the high accuracy, efficiency and serviceability of the employed technique. Additionally, circular and perforated examples are provided to highlight the performance of the developed methodology and depict the influences of boundary conditions, thickness-to-length ratios and gradient indexes on the deformable behaviors of in-plane functionally graded plates.
AbstractList A semi-analytical solution procedure to investigate the distributions of displacement and stress components in the in-plane functionally graded plates based on the scaled boundary finite element method (SBFEM) in association with the precise integration algorithm (PIA) is developed in this paper. The proposed approach is applicable to conduct the flexural analysis on functionally graded plates with various geometric configurations, boundary conditions, aspect ratios and gradient functions. The elastic material parameters of functionally graded plates discussed here are mathematically formulated as power law, exponential and trigonometric functions varied along with the in-plane directions in a continuous pattern. Only a surface of the plate parallel to the middle plane is required to be discretized with two dimensional high order spectral elements, which contributes to reducing the computational expense. By virtue of the scaled boundary coordinates, the virtual work principle and the internal nodal force vector, the basic equations of elasticity are converted into a first order ordinary differential SBFEM matrix equation. The general solution of the governing equation is analytically expressed as a matrix exponential with respect to the transverse coordinate z. According to the PIA, the stiffness matrix from the matrix exponential can be acquired. Considering that the PIA is a highly accurate method, any desired accuracy of the displacement and stress field can be obtained. The entire derivation process is built on the three dimensional elasticity equations without importing any assumptions on the plate kinematics. Comparisons with numerical solutions available from prevenient researchers are made to validate the high accuracy, efficiency and serviceability of the employed technique. Additionally, circular and perforated examples are provided to highlight the performance of the developed methodology and depict the influences of boundary conditions, thickness-to-length ratios and gradient indexes on the deformable behaviors of in-plane functionally graded plates.
ArticleNumber 112124
Author Zhang, Pengchong
Qi, Chengzhi
Fang, Hongyuan
He, Wei
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  givenname: Chengzhi
  surname: Qi
  fullname: Qi, Chengzhi
  organization: School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 102616, China
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  givenname: Hongyuan
  surname: Fang
  fullname: Fang, Hongyuan
  organization: College of Water Conservancy & Environmental Engineering, Zhengzhou University. Zhengzhou 450001, China
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  givenname: Wei
  surname: He
  fullname: He, Wei
  organization: School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 102616, China
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Keywords Scaled boundary finite element method
Mechanical behaviors
The precise integration algorithm
In-plane inhomogeneity
Functionally graded plates
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Snippet A semi-analytical solution procedure to investigate the distributions of displacement and stress components in the in-plane functionally graded plates based on...
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SubjectTerms Functionally graded plates
In-plane inhomogeneity
Mechanical behaviors
Scaled boundary finite element method
The precise integration algorithm
Title Three dimensional mechanical behaviors of in-plane functionally graded plates
URI https://dx.doi.org/10.1016/j.compstruct.2020.112124
Volume 241
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