Geometrically nonlinear analysis of functionally graded plates with symmetrical parabolic thickness profile under uniaxial compression based on isogeometric analysis

This paper is dedicated to the study of geometrically nonlinear behaviour of variable thickness functionally graded plates subjected to uniaxial compressive forces. The plate’s geometry in this study could have either uniform thickness or symmetrical parabolic-form thickness. To develop the theoretical formulation of the problem, the kinematics of the plates are described by the third-order shear deformation theory for plate structures with thin and moderate thickness. The geometrical nonlinearity is accounted for by von Karman’s assumptions, while the rule of mixture is used to evaluate the effective material properties of functionally graded materials whose constituent phases vary across the plate’s thickness. The governing equation is derived via the principle of virtual work with assumptions of small-strain problems. The Isogeometric Analysis is then used to discretize the governing equations. Arc-length iterative technique with imperfection is used to trace the equilibrium paths of the problem. Various numerical examples are also performed to validate the accuracy of the proposed numerical model and investigate the nonlinear response of the variable thickness functionally graded plates.

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Publication Details

Journal
Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD) - ĐHXDHN
Published
2025-03-25
DOI
https://doi.org/10.31814/stce.huce2025-19(1)-06
Primary Topic
Composite Structure Analysis and Optimization
Type
article
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article

Geometrically nonlinear analysis of functionally graded plates with symmetrical parabolic thickness profile under uniaxial compression based on isogeometric analysis

Son Thai
Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD) - ĐHXDHN
Composite Structure Analysis and Optimization
article

Geometrically nonlinear analysis of functionally graded plates with symmetrical parabolic thickness profile under uniaxial compression based on isogeometric analysis

Son Thai
article en

Abstract

This paper is dedicated to the study of geometrically nonlinear behaviour of variable thickness functionally graded plates subjected to uniaxial compressive forces. The plate’s geometry in this study could have either uniform thickness or symmetrical parabolic-form thickness. To develop the theoretical formulation of the problem, the kinematics of the plates are described by the third-order shear deformation theory for plate structures with thin and moderate thickness. The geometrical nonlinearity is accounted for by von Karman’s assumptions, while the rule of mixture is used to evaluate the effective material properties of functionally graded materials whose constituent phases vary across the plate’s thickness. The governing equation is derived via the principle of virtual work with assumptions of small-strain problems. The Isogeometric Analysis is then used to discretize the governing equations. Arc-length iterative technique with imperfection is used to trace the equilibrium paths of the problem. Various numerical examples are also performed to validate the accuracy of the proposed numerical model and investigate the nonlinear response of the variable thickness functionally graded plates.

Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD) - ĐHXDHNVol. 19(1)
Ho Chi Minh City University of Technology (VN)
Openalex Percentile: Top 94%
Composite Structure Analysis and Optimization
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Geometrically nonlinear analysis of functionally graded plates with symmetrical parabolic thickness profile under uniaxial compression based on isogeometric analysis — Son Thai · Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD) - ĐHXDHN (2025) | TGRS Research Map | TGRS