High-Precision Isogeometric Static Bending Analysis of Functionally Graded Plates Using a New Quasi-3D Spectral Displacement Formulation

被引:1
|
作者
Yang, Shaowei [1 ]
Sun, Xianbo [1 ]
Cai, Zhiqin [1 ]
Peng, Haijun [1 ]
Zhang, Yahui [1 ]
机构
[1] Dalian Univ Technol, Dept Engn Mech, Dalian 116023, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2023年 / 13卷 / 11期
基金
中国国家自然科学基金;
关键词
functionally graded material plate; spectral displacement formulation; isogeometric analysis; Chebyshev series; SHEAR DEFORMATION-THEORY; HIGHER-ORDER SHEAR; FREE-VIBRATION ANALYSIS; SANDWICH PLATES; BUCKLING ANALYSIS; STABILITY; EFFICIENT; ELEMENTS; STRESS; NURBS;
D O I
10.3390/app13116412
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
A new quasi-three-dimensional (3D) shear deformation theory, called the spectral dis-placement formulation (SDF), is proposed for high-precision static bending analyses of functionally graded plates. The main idea is to expand unknown displacement fields into Chebyshev series of a unique form in the thickness direction; the truncation numbers are set to be adjustable to meet various application requirements. Specifically, 3D elasticity solutions and traction-free boundary conditions can be approached by increasing the number of Chebyshev bases. The SDF is also an extension of the classical plate theory and naturally avoids the shear locking problem, making it versatile for functionally graded material (FGM) plates of arbitrary thicknesses. The C1 continuity requirement for the discretization of the generalized displacements is conveniently fulfilled by the nonuniform rational B-splines (NURBS)-based isogeometric method. Numerical examples demonstrate the excellent performance of the proposed method for the displacement and stress analyses of functionally graded plates. The high precision and versatility of the present method have manifested its great potential applications in strain-based or stress-based reliability analysis, optimization design, fatigue analysis, and fracture analysis of FGM plates, and other related fields.
引用
收藏
页数:21
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