尺寸依赖于微梁和微框架的大位移

Cong Ich Le, D. Nguyen
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引用次数: 0

摘要

本文采用共转梁单元研究了平面微梁和微框架的尺寸相关大位移特性。为了考虑尺寸效应,将修正耦合应力理论(MCST)与欧拉-伯努利梁理论相结合,推导了梁单元的内力矢量和切刚度矩阵。采用基于牛顿-拉夫森迭代法和弧长法相结合的方法求解非线性平衡方程并跟踪平衡路径。分析了各种微梁和微框架的尺寸效应对微结构大挠曲性能的影响。计算结果表明,尺寸效应对大挠度响应有重要影响,忽略尺寸效应会高估结构的位移。为了突出材料长度尺度参数对微梁和微框架大位移行为的影响,进行了参数化研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Size dependent large displacements of microbeams and microframes
The size dependent large displacement behavior of planar microbeams and microframes is studied in this paper using a corotational beam element. To account for the size effect, the modified couple stress theory (MCST) is employed in conjunction with Euler-Bernoulli beam theory in deriving the internal force vector and the tangent stiffness matrix of the beam element. The Newton-Raphson based iterative procedure is used in combination with the arc-length method to solve the nonlinear equilibrium equation and to trace the equilibrium paths. Various microbeams and microframes are analyzed to show the influence of the size effect on the large deflection behavior of the microstructure. The obtained result reveals that the size effect plays an important role on the large deflection response, and the displacements of the structure are over estimated by ignoring the size effect. A parametric study is carried out to highlight the influence of the material length scale parameter on the large displacement behavior of the microbeams and microframes.
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