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首页> 外文期刊>Structural Engineering and Mechanics >Thermal, electrical and mechanical buckling loads of sandwich nano-beams made of FG-CNTRC resting on Pasternak's foundation based on higher order shear deformation theory
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Thermal, electrical and mechanical buckling loads of sandwich nano-beams made of FG-CNTRC resting on Pasternak's foundation based on higher order shear deformation theory

机译:基于高阶剪切变形理论的以Pasternak为基础的FG-CNTRC制成的夹层纳米梁的热,电和机械屈曲载荷

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This research deals with thermo-electro-mechanical buckling analysis of the sandwich nano-beams with face-sheets made of functionally graded carbon nano-tubes reinforcement composite (FG-CNTRC) based on the nonlocal strain gradient elasticity theory (NSGET) considering various higher-order shear deformation beam theories (HSDBT). The sandwich nano-beam with FG-CNTRC face-sheets is subjected to thermal and electrical loads while is resting on Pasternak's foundation. It is assumed that the material properties of the face-sheets change continuously along the thickness direction according to different patterns for CNTs distribution. In order to include coupling of strain and electrical field in equation of motion, the nonlocal non-classical nano-beam model contains piezoelectric effect. The governing equations of motion are derived using Hamilton principle based on HSDBTs and NSGET. The differential quadrature method (DQM) is used to calculate the mechanical buckling loads of sandwich nano-beam as well as critical voltage and temperature rising. After verification with validated reference, comprehensive numerical results are presented to investigate the influence of important parameters such as various HSDBTs, length scale parameter (strain gradient parameter), the nonlocal parameter, the CNTs volume fraction, Pasternak's foundation coefficients, various boundary conditions, the CNTs efficiency parameter and geometric dimensions on the buckling behaviors of FG sandwich nano-beam. The numerical results indicate that, the amounts of the mechanical critical load calculated by PSDBT and TSDBT approximately have same values as well as ESDBT and ASDBT. Also, it is worthy noted that buckling load calculated by aforementioned theories is nearly smaller than buckling load estimated by FSDBT. Also, similar aforementioned structure is used to building the nano/micro oscillators.
机译:这项研究基于非局部应变梯度弹性理论(NSGET),对考虑功能性碳纳米管增强复合材料(FG-CNTRC)制成的夹层纳米梁的面板进行热电机械屈曲分析。阶剪切变形梁理论(HSDBT)。带有FG-CNTRC面板的三明治纳米光束在帕斯特纳克(Pasternak)的基础上时承受热负荷和电负荷。假定面板的材料性质根据用于CNT分布的不同图案沿着厚度方向连续变化。为了在运动方程中包括应变和电场的耦合,非局部非经典纳米束模型包含压电效应。基于HSDBTs和NSGET,使用汉密尔顿原理导出运动的控制方程。差分正交方法(DQM)用于计算夹层纳米束的机械屈曲载荷以及临界电压和温度升高。在使用经过验证的参考进行验证之后,将给出综合的数值结果,以研究重要参数的影响,例如各种HSDBT,长度尺度参数(应变梯度参数),非局部参数,CNT体积分数,Pasternak的地基系数,各种边界条件,碳纳米管效率参数和几何尺寸对FG夹心纳米梁屈曲行为的影响。数值结果表明,由PSDBT和TSDBT计算出的机械临界载荷的大小与ESDBT和ASDBT近似相同。另外,值得注意的是,上述理论计算的屈曲载荷几乎小于FSDBT估计的屈曲载荷。而且,类似的前述结构用于构建纳米/微振荡器。

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