Mechanics of Solids (about journal) Mechanics of Solids
A Journal of Russian Academy of Sciences
 Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544
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IssuesArchive of Issues2025-6pp.5206-5257

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Van-Hieu Dang, Thi-Hoa Nguyen, Gia-Phi Bui, Thi-Kim-Thoa Nguyen, and Thi-Thanh-Huong Dong, "Static Bending, Buckling and Free Vibration of FG-CNTRC Microbeams Resting on Elastic Foundation Using Higher-Order Shear Deformation Beam Theories," Mech. Solids. 60 (6), 5206-5257 (2025)
Year 2025 Volume 60 Number 6 Pages 5206-5257
DOI 10.1134/S0025654425603969
Title Static Bending, Buckling and Free Vibration of FG-CNTRC Microbeams Resting on Elastic Foundation Using Higher-Order Shear Deformation Beam Theories
Author(s) Van-Hieu Dang (Faculty of Mechanical Engineering and Mechatronics, Phenikaa School of Engineering, Phenikaa University, Hanoi, Vietnam, hieu.dangvan@phenikaa-uni.edu.vn)
Thi-Hoa Nguyen (Department of Applied Mechanics, Faculty of Vehicle and Energy Engineering, Thai Nguyen University of Technology, Tich Luong, Thainguyen, Vietnam)
Gia-Phi Bui (Faculty of Technical Fundamental, University of Transport Technology, Hanoi, Vietnam)
Thi-Kim-Thoa Nguyen (Department of Applied Mechanics, Faculty of Vehicle and Energy Engineering, Thai Nguyen University of Technology, Tich Luong, Thainguyen, Vietnam)
Thi-Thanh-Huong Dong (Faculty of Technical Fundamental, University of Transport Technology, Hanoi, Vietnam)
Abstract This study investigates the static bending, buckling, and free vibration behaviors of functionally graded carbon nanotube–reinforced composite (FG-CNTRC) microbeams supported on an elastic foundation. The proposed model is formulated by coupling higher-order shear deformation beam theories (HoSDBTs) with the modified couple stress theory (MCST). Four distinct CNT distribution patterns within the polymer matrix are considered. Using Hamilton’s principle, governing equations and boundary conditions for simply-supported microbeams are derived and solved analytically. A comprehensive parametric study explores the effects of the material length scale parameter, CNT volume fraction, aspect ratio, foundation stiffness (Winkler and Pasternak models), and CNT gradation on bending stiffness, buckling loads, and natural frequencies. Results reveal that all parameters notably influence the mechanical response, with size-dependent effects and elastic foundation interactions playing key roles. The proposed MCST-enhanced HoSDBT model effectively captures size-dependent behaviors, making it suitable for the design and optimization of FG–CNTRC microdevices.
Keywords microbeams, modified couple stress theory, shear deformation beam, functionally graded, carbon nanotubes
Received 23 July 2025Revised 18 September 2025Accepted 21 September 2025
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