NONLINEAR BENDING, BUCKLING AND VIBRATION OF FUNCTIONALLY GRADED NONLOCAL STRAIN GRADIENT NANOBEAMS RESTING ON AN ELASTIC FOUNDATION

被引:5
|
作者
Dang Van Hieu [1 ]
Do Quang Chan [2 ,3 ]
Sedighi, Hamid M. [4 ,5 ]
机构
[1] Thai Nguyen Univ Technol, Dept Mech, Thainguyen, Vietnam
[2] PHENIKAA Univ, Fac Mech Engn & Mechatron, Hanoi 12116, Vietnam
[3] A&A Green Phoenix Grp JSC, PHENIKAA Res & Technol Inst PRATI, Hanoi 11313, Vietnam
[4] Shahid Chamran Univ Ahvaz, Mech Engn Dept, Ahvaz, Iran
[5] Shahid Chamran Univ Ahvaz, Drilling Ctr Excellence & Res Ctr, Ahvaz, Iran
关键词
BEAMS; DEFORMATION; PLASTICITY; THICKNESS;
D O I
10.2140/jomms.2021.16.327
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work aims to provide a comprehensive theoretical framework for the nonlinear bending, vibration and buckling of functionally graded (FG) nanobeams resting on an elastic foundation through nonlocal strain gradient theory. To this end, both Timoshenko and Euler-Bernoulli beam theories are considered and the equations of motion are established by Hamilton's principle. The analytical expressions of the nonlinear deflections, frequencies and critical buckling forces of FG nanobeams are presented with closed-form expressions. Comparing the obtained results with those published in the literature shows the accuracy of the current analysis. Finally, the impacts of some effective parameters are thoroughly investigated and discussed.
引用
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页码:327 / 346
页数:20
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