Geometric Non-Linear Analysis of Auxetic Hybrid Laminated Beams Containing CNT Reinforced Composite Materials

被引:9
作者
Huang, Xu-hao [1 ,2 ]
Yang, Jian [1 ,2 ,3 ]
Azim, Iftikhar [1 ,2 ]
Wang, Xing-er [1 ,2 ]
Ren, Xin [4 ]
机构
[1] Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
[2] Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, Shanghai Key Lab Digital Maintenance Bldg & Infra, Shanghai 200240, Peoples R China
[3] Univ Birmingham, Sch Civil Engn, Birmingham B15 2TT, W Midlands, England
[4] Nanjing Tech Univ Nanjing Tech, Coll Civil Engn, Nanjing 211816, Peoples R China
基金
中国国家自然科学基金;
关键词
hybrid laminated beam; negative Poisson's ratio; non-linear vibration; carbon nanotube-reinforced composite; non-linear bending; auxetic materials; Temperature-dependent properties; NEGATIVE-POISSONS-RATIO; LOW-VELOCITY IMPACT; LARGE-AMPLITUDE VIBRATION; CARBON-FIBER; SHEAR DEFORMATION; LAYERS; BEHAVIOR; PLATES; MORTAR; SYSTEM;
D O I
10.3390/ma13173718
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
In the current work, a novel hybrid laminate with negative Poisson's ratio (NPR) is developed by considering auxetic laminate which is composed of carbon nanotube-reinforced composite (CNTRC) and fiber-reinforced composite (FRC) materials. The maximum magnitude of out-of-plane NPR is identified in the case of (20(F)/20 (c)/-20 (c)/20 (c))(S)laminate as well. Meanwhile, a method for the geometric non-linear analysis of hybrid laminated beam with NPR including the non-linear bending, free, and forced vibrations is proposed. The beam deformation is modeled by combining higher-order shear-deformation theory (HSDT) and large deflection theory. Based on a two-step perturbation approach, the asymptotic solutions of the governing equations are obtained to capture the linear and non-linear frequencies and load-deflection curves. Moreover, a two-step perturbation methodology in conjunction with fourth-order Runge-Kutta method is employed to solve the forced-vibration problem. Several key factors, such as CNT distribution, variations in the elastic foundation, and thermal stress, are considered in the exhaustive analysis. Theoretical results for some particular cases are given to examine the geometric non-linearity behavior of hybrid beam with NPR as well as positive Poisson's ratio (PPR).
引用
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页数:23
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