Buckling and dynamic behavior of the simply supported CNT-RC beams using an integral-first shear deformation theory

被引:194
|
作者
Bousahla, Abdelmoumen Anis [1 ,2 ]
Bourada, Fouad [2 ,3 ,4 ]
Mahmoud, S. R. [5 ]
Tounsi, Abdeldjebbar [1 ]
Algarni, Ali [6 ]
Bedia, E. A. Adda [2 ]
Tounsi, Abdelouahed [2 ,3 ]
机构
[1] Univ Djillali Liabes Sidi Bel Abbes, Lab Modelisat & Simulat Multiechelle, Sidi Bel Abbes, Algeria
[2] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia
[3] Univ Djillali Liabes Sidi Bel Abbes, Mat & Hydrol Lab, Civil Engn Dept, Fac Technol, Sidi Bel Abbes, Algeria
[4] Ctr Univ Tissemsilt, Dept Sci & Technol, BP 38004, Ben Hamouda, Algeria
[5] King Abdulaziz Univ, Jeddah Community Coll, GRC Dept, Jeddah, Saudi Arabia
[6] King Abdulaziz Univ, Fac Sci, Stat Dept, Jeddah, Saudi Arabia
来源
COMPUTERS AND CONCRETE | 2020年 / 25卷 / 02期
关键词
buckling; dynamic behaviour; SW-CNT; Hamilton's principle; navier solution; FREE-VIBRATION ANALYSIS; REINFORCED COMPOSITE PLATES; VISCOELASTIC CYLINDRICAL-SHELL; CARBON NANOTUBE; FORCED VIBRATION; POSTBUCKLING ANALYSIS; SIO2; NANOPARTICLES; MICROMECHANICAL ANALYSIS; DIFFERENTIAL CUBATURE; SEISMIC RESPONSE;
D O I
10.12989/cac.2020.25.2.155
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this work, the buckling and vibrational behavior of the composite beam armed with single-walled carbon nanotubes (SW-CNT) resting on Winkler-Pasternak elastic foundation are investigated. The CNT-RC beam is modeled by a novel integral first order shear deformation theory. The current theory contains three variables and uses the shear correction factors. The equivalent properties of the CNT-RC beam are computed using the mixture rule. The equations of motion are derived and resolved by Applying the Hamilton's principle and Navier solution on the current model. The accuracy of the current model is verified by comparison studies with others models found in the literature. Also, several parametric studies and their discussions are presented.
引用
收藏
页码:155 / 166
页数:12
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