Quasi-3D plate theory for size-dependent static and free vibration analysis of FG microplate with porosities based on a modified couple stress theory

被引:9
作者
Tounsi, Abdeldjebbar [1 ]
Kaci, Abdelhakim [2 ,3 ]
Tounsi, Abdelouahed [2 ,4 ,5 ]
Al-Osta, Mohammed A. [4 ,5 ]
Yaylaci, Murat [6 ,7 ]
Mohamed, Sherain M. Y. [8 ]
Althobaiti, Saad [9 ]
Selim, Mahmoud M. [8 ]
机构
[1] Univ Relizane, Fac Sci & Technol, Mech Engn Dept, Relizane, Algeria
[2] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Civil Engn Dept, Mat & Hydrol Lab, Sidi Bel Abbes, Algeria
[3] Univ Dr Tahar Moulay, Fac Technol, Dept Genie Civil & Hydraul, Saida, Algeria
[4] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran, Saudi Arabia
[5] KFUPM, Interdisciplinary Res Ctr Construction & Bldg Mat, Dhahran, Saudi Arabia
[6] Recep Tayyip Erdogan Univ, Dept Civil Engn, Rize, Turkiye
[7] Recep Tayyip Erdogan Univ, Fac Turgut Kiran Maritime, Rize, Turkiye
[8] Prince Sattam bin Abdulaziz Univ, Coll Sci & Humanities, Dept Math, Al Kharj, Saudi Arabia
[9] Taif Univ, Ranyah Univ Coll, Dept Sci & Technol, Taif, Saudi Arabia
关键词
Microplate; simplified quasi-3D plate theory; modified couple stress theory; porosity; material scale parameter; SHEAR DEFORMATION-THEORY; HIGHER-ORDER SHEAR; ELASTICITY;
D O I
10.1080/15376494.2025.2463687
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work presents a static and vibration analysis of a porous functionally graded (FG) microplate using a simplified quasi-3D plate formulation and a modified couple stress theory that requires only one material length scale parameter. The theory contains only five unknowns, incorporating undetermined integral variables in accordance with the first-order shear deformation theory (FSDT). The model satisfies the zero traction boundary conditions on the upper and lower surfaces of the microplate. The governing equations are obtained via Hamilton's principle and subsequently solved using Navier-type closed-form solutions. The proposed theoretical model is validated by comparing it with existing models in the literature to demonstrate its efficacy. The influence of the length scale parameter, the power law index, shear and normal deformation effects, porosity factors, and plate thickness on the responses of microplates is examined through the presentation of numerical examples. The findings show that taking size effects into account increases the stiffness of the microplate, which in turn reduces deflections and raises natural frequencies. Conversely, the normal and shear deformation influences have the opposite impact.
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页数:24
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