Modified nonlocal couple stress isogeometric approach for bending and free vibration analysis of functionally graded nanoplates

被引:0
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作者
Quoc-Hoa Pham
Phu-Cuong Nguyen
Van Ke Tran
Qui X. Lieu
Trung Thanh Tran
机构
[1] Ho Chi Minh City Open University,Advanced Structural Engineering Laboratory, Department of Structural Engineering, Faculty of Civil Engineering
[2] Le Quy Don Technical University,Faculty of Mechanical Engineering
[3] Ho Chi Minh City University of Technology (HCMUT),Faculty of Civil Engineering
[4] Vietnam National University Ho Chi Minh City (VNU-HCM),undefined
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关键词
Higher order refined plate theory; Nonlocal elastic theory; Modified couple stress theory; Functionally graded nanoplates; Isogeometric analysis;
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摘要
In this article, isogeometric analysis (IGA) based on the modified nonlocal couple stress theory (MNCST) is introduced to study bending and free vibration characteristics of functionally graded (FG) nanoplates placed on an elastic foundation (EF). The MNCST is a combination of nonlocal elasticity theory and modified couple stress theory to capture the small-size effects most accurately, hence this theory considers both softening and stiffening effects on responses of FG nanoplates. A higher order refined plate theory is adapted, because it satisfies parabolic distributions of transverse shear stresses across the nanoplate thickness and equals zero at the top and bottom surfaces without requiring shear correction factors. The governing equations are obtained using Hamilton's principle from which deduce the equations determining the natural frequency and displacement of the FG nanoplates. Several comparison studies are conducted to verify the proposed model with other results in the literature. Furthermore, the influence of nonlocal parameters, material length parameters, boundary conditions, material volume exponent on the bending, and free vibration response of FG nanoplates are fully studied.
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页码:993 / 1018
页数:25
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