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Development of analytical vibration solutions for microstructured beam model to calibrate length scale coefficient in nonlocal Timoshenko beams

机译:开发微结构梁模型的解析振动解以校准非局部Timoshenko梁的长度比例系数

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摘要

The present study takes an analytical approach for solving the free vibration problem of a microstructured beam model, in which transverse displacement springs are added to allow for the transverse shear deformation effect in addition to the rotational springs. The exact vibration frequencies for the discrete microstructured beam model with simply supported ends are obtained via matrix decomposition. In addition, a general solution technique involving the use of Padé approximants for the continualization procedure is proposed in order to obtain the continuous equivalent system for the discrete microstructured beam model. The analytical vibration solutions of the equivalent continuous system are obtained and their accuracy is assessed by using the exact solutions. It is found that the solutions of the equivalent continuous system have a first order accuracy when compared with the exact solutions of their discrete counterpart. The length scale coefficient in the nonlocal Timoshenko beam model is calibrated by using the analytical solutions. Two nonlocal Timoshenko beam models, i.e., the Wang model (without the length scale effect in the shear stress strain relation) and the Reddy model, are evaluated based on their ability to capture the nonlocal effect.
机译:本研究采用一种解析方法来解决微结构梁模型的自由振动问题,其中除了旋转弹簧外,还添加了横向位移弹簧以允许横向剪切变形效应。通过矩阵分解获得了具有简单支撑端的离散微结构梁模型的精确振动频率。此外,为了获得离散微结构梁模型的连续等效系统,提出了一种涉及将Padé近似值用于连续化过程的通用求解技术。获得了等效连续系统的解析振动解,并通过使用精确解来评估其准确性。发现与连续离散系统的精确解相比,等效连续系统的解具有一阶精度。通过使用解析解来校准非局部Timoshenko光束模型中的长度比例系数。基于两个非局部Timoshenko梁模型,即Wang模型(在剪应力应变关系中没有长度尺度效应)和Reddy模型,基于它们捕获非局部效应的能力进行了评估。

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