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Buckling Analysis of Functionally Graded Graphene-reinforced Plates Based on Moving Kriging and Third-order Deformation Theory
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Wei Chen1, Yaochu Fang1, Linxin Peng2, 3, **
Chinese Journal of Solid Mechanics | 2024, 45(2) : 213 - 224
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Chinese Journal of Solid Mechanics | 2024, 45(2): 213-224
Research Paper
Buckling Analysis of Functionally Graded Graphene-reinforced Plates Based on Moving Kriging and Third-order Deformation Theory
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Wei Chen1, Yaochu Fang1, Linxin Peng2, 3, **
Affiliations
  • 1School of Civil Engineering, University of South China, Hengyang, 421001
  • 2School of Civil Engineering and Architecture, Guangxi University, Nanning, 530004
  • 3Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning, 530004
Published: 2024-04-25 doi: 10.19636/j.cnki.cjsm42-1250/o3.2023.052
Outline
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The emergence of graphene nanoplatelets (GPLs) has enabled the development of lightweight and high-strength plates, making it a prominent area of research in science and engineering. Therefore, it is essential to study the buckling performance of functionally graded graphene-reinforced composite (FG-GRC) plates. This paper presents a new meshless model to solve the buckling behavior problem of FG-GRC plates. The model is based on an improved Reddy-type third-order shear deformation theory (TSDT) with seven degrees of freedom and a moving Kriging (MK) interpolation method, which can overcome the challenge of implementing the second-type boundary conditions in meshless methods and eliminate the need for shear correction factors. The model is applicable to thin/medium/thick plate problems and has high computational accuracy. The Halpin-Tsai model is used to predict the effective Young's modulus of the FG-GRC plate, and the effective Poisson's ratio is determined using the mixture law. The meshless governing equation for the buckling of the FG-GRC plate with seven unknowns is derived based on the principle of minimum potential energy. The convergence and effectiveness of the proposed method are verified by comparing it with literature results. The numerical results demonstrate that when the total number of layers (NL) of the FG-GRC plate is less than 10-15, the critical buckling load of the FG-O-type and FG-X-type plates changes more drastically than that of the epoxy pure plate, indicating that the stiffness of the graphene-reinforced plate decreases (or increases) rapidly in this stage, as opposed to the epoxy pure plate. However, when NL exceeds 10-15, the change rate of the critical buckling load for the FG-GRC plate becomes smoother. Furthermore, the critical buckling load of the FG-GRC plate increases sharply when the length-thickness ratio of the GPLs reaches around 1000. Once the length-thickness ratio of GPLs surpasses 2000, the critical buckling load of the FG-GRC plate tends to stabilize, and the length-width ratio and length-thickness ratio of the GPLs have no significant effect on it. Overall, the research findings of this study not only contribute to the understanding of FG-GRC plates but also offer practical and insightful recommendations for their design and theoretical research.

functionally graded graphene-reinforced composite plates  /  improved Reddy-type third-order shear deformation theory  /  moving Kriging  /  critical buckling load
Wei Chen, Yaochu Fang, Linxin Peng. Buckling Analysis of Functionally Graded Graphene-reinforced Plates Based on Moving Kriging and Third-order Deformation Theory[J]. Chinese Journal of Solid Mechanics, 2024 , 45 (2) : 213 -224 . DOI: 10.19636/j.cnki.cjsm42-1250/o3.2023.052
Year 2024 volume 45 Issue 2
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doi: 10.19636/j.cnki.cjsm42-1250/o3.2023.052
  • Receive Date:2023-10-19
  • Online Date:2026-04-01
  • Published:2024-04-25
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  • Received:2023-10-19
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Affiliations
    1School of Civil Engineering, University of South China, Hengyang, 421001
    2School of Civil Engineering and Architecture, Guangxi University, Nanning, 530004
    3Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning, 530004
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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