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Deflection and stress behaviour of multi-walled carbon nanotube reinforced laminated composite beams

机译:多壁碳纳米管增强层合复合梁的挠度和应力特性

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The paper presents the thereto-mechanically induced non-linear response of multiwall carbon nanotube reinforced laminated composite beam (MWCNTRCB) supported by elastic foundation using higher order shear deformation theory and von-Karman non-linear kinematics. The elastic properties of MWCNT reinforced composites are evaluated using Halpin-Tsai model by considering MWCNT reinforced polymer matrix as new matrix by dispersing in it and then reinforced with E-glass fiber in an orthotropic manner. The laminated beam is supported by Pasternak elastic foundation with Winkler cubic nonlinearity. A generalized static analysis is formulated using finite element method (FEM) through principle of minimum potential energy approach.
机译:本文利用高阶剪切变形理论和von-Karman非线性运动学方法,对弹性地基支撑的多壁碳纳米管增强层合梁(MWCNTRCB)的力学诱导非线性响应进行了研究。使用Halpin-Tsai模型评估MWCNT增强复合材料的弹性,方法是将MWCNT增强聚合物基体分散在其中,然后以正交异性用E-玻璃纤维增​​强,以此作为新的基体。叠层梁由具有Winkler立方非线性的Pasternak弹性地基支撑。通过最小势能法原理,采用有限元方法(FEM)进行广义静态分析。

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