Yuan Du

Dr. Yuan Du

orcid

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 August 2018 in Thin-Walled Structures
Verified
Journal Article
Closed access
HLHaichao Li
Haichao Li
FPFuzhen Pang
Fuzhen Pang
XMXuhong Miao
Xuhong Miao
YDYuan Du
Yuan Du
HTHongye Tian
Hongye Tian

4 February 2023 in Thin-Walled Structures
Verified
Journal Article
Closed access
YDYuan Du
Yuan Du
TZTongda Zou
Tongda Zou
FPFuzhen Pang
Fuzhen Pang
CHChao Hu
Chao Hu
YMYong Ma
Yong Ma
HLHaichao Li
Haichao Li

19 December 2023 in Thin-Walled Structures
Verified
Journal Article
Closed access
YDYuan Du
Yuan Du
YTYang Tang
Yang Tang
YZYucheng Zou
Yucheng Zou
YWYichun Wang
Yichun Wang
FPFuzhen Pang
Fuzhen Pang
SWShijie Wang
Shijie Wang

25 December 2018 in Materials
Verified
Journal Article
Open access
PDF file
Fuzhen PangFuzhen Pang
Fuzhen Pang
Haichao LiHaichao Li
Haichao Li
FJFengmei Jing
Fengmei Jing
YDYuan Du
Yuan Du
The paper introduces a semi-analytical approach to analyze free vibration characteristics of stepped functionally graded (FG) paraboloidal shell with general edge conditions. The analytical model is established based on multi-segment partitioning strategy and first-order shear deformation theory. The displacement components along axial direction are represented by Jacobi polynomials, and the Fourier series are utilized to express displacement components in circumferential direction. Based on penalty method about spring stiffness technique, the general edge conditions of doubly curved paraboloidal shell can be easily simulated. The solutions about doubly curved paraboloidal shell were solved by approach of Rayleigh–Ritz. Convergence study about boundary parameters, Jacobi parameters et al. are carried out, respectively. The comparison with published literatures, FEM and experiment results show that the present method has good convergence ability and excellent accuracy.

1 March 2018 in Curved and Layered Structures
Verified
Journal Article
Open access
PDF file
FPFuzhen Pang
Fuzhen Pang
Haichao LiHaichao Li
Haichao Li
YDYuan Du
Yuan Du
YSYanhe Shan
Yanhe Shan
FJFang Ji
Fang Ji
In this paper, an efficient and unified approach for free vibration analysis of the moderately thick functionally graded carbon nanotube reinforced composite annular sector plate with general boundary supports is presented by using the Ritz method and the first-order shear deformation theory. For the distribution of the carbon nanotubes in thickness direction, it may be uniform or functionally graded. Properties of the composite media are based on a refined rule of the mixture approach which contains the efficiency parameters. A modified Fourier series is chosen as the basic function of the admissible function to eliminate all the relevant discontinuities of the displacements and their derivatives at the edges. To establish the general boundary supports of the annular sector plate, the artificial spring boundary technique is implemented at all edges. The desired solutions are obtained through the Ritz-variational energy method. Some numerical examples are considered to check the accuracy, convergence and reliability of the present method. In addition, the parameter studies of the functionally graded carbon nanotube reinforced composite annular sector plate are carried out as well.

1 January 2017 in Mathematical Problems in Engineering
Verified
Journal Article
Open access
LLLijie Li
Lijie Li
Haichao LiHaichao Li
Haichao Li
Fuzhen PangFuzhen Pang
Fuzhen Pang
XWXueren Wang
Xueren Wang
YDYuan Du
Yuan Du
SLShuo Li
Shuo Li
The aim of this paper is to extend the modified Fourier‐Ritz approach to evaluate the free vibration of four‐parameter functionally graded moderately thick cylindrical, conical, spherical panels and shells of revolution with general boundary conditions. The first‐order shear deformation theory is employed to formulate the theoretical model. In the modified Fourier‐Ritz approach, the admissible functions of the structure elements are expanded into the improved Fourier series which consist of two‐dimensional (2D) Fourier cosine series and auxiliary functions to eliminate all the relevant discontinuities of the displacements and their derivatives at the edges regardless of boundary conditions and then solve the natural frequencies by means of the Ritz method. As one merit of this paper, the functionally graded cylindrical, conical, spherical shells are, respectively, regarded as a special functionally graded cylindrical, conical, spherical panels, and the coupling spring technology is introduced to ensure the kinematic and physical compatibility at the common meridian. The excellent accuracy and reliability of the unified computational model are compared with the results found in the literatures.