The influence of non-linear carbon nanotube reinforcement on the natural frequencies of composite beams

被引:17
|
作者
Avcar, Mehmet [1 ]
Hadji, Lazreg [2 ,3 ]
Civalek, Omer [4 ,5 ]
机构
[1] Suleyman Demirel Univ, Fac Engn, Dept Civil Engn, Isparta, Turkiye
[2] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City 70000, Vietnam
[3] Univ Tiaret, Lab Geomat & Sustainable Dev, Tiaret, Algeria
[4] China Med Univ, China Med Univ Hosp, Dept Med Res, Taichung, Taiwan
[5] Akdeniz Univ, Civil Engn Dept, Antalya, Turkiye
关键词
closed-form solution; CNTRC beams; natural frequency; non-linear reinforcement; TSDT; FREE-VIBRATION ANALYSIS; MOLECULAR-DYNAMICS SIMULATIONS; MECHANICAL-PROPERTIES; BUCKLING ANALYSIS; PLATES; SHELLS; CNTS;
D O I
10.12989/anr.2023.14.5.421
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
In the present paper, the influences of the variation of exponent of volume fraction of carbon nanotubes (CNTs) on the natural frequencies (NFs) of the carbon nanotube-reinforced composite (CNTRC) beams under four different boundary conditions (BCs) are investigated. The single-walled carbon nanotubes (SWCNTs) are assumed to be aligned and dispersed in a polymeric matrix with various reinforcing patterns, according to the variation of exponent of volume fraction of CNTs for functionally graded (FG) reinforcements. Besides, uniform distribution (UD) of reinforcement is also considered to analyze the influence of the non-linear (NL) variation of the reinforcement of CNTs. Using Hamilton's principle and third-order shear deformation theory (TSDT), the equations of motion of the CNTRC beam are derived. Under four different BCs, the resulting equations are solved analytically. To verify the present formulation, comparison investigations are conducted. To examine the impacts of several factors on the NFs of the CNTRC beams, numerical examples and some benchmark results are presented.
引用
收藏
页码:421 / 433
页数:13
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