A stabilized smoothed finite element method for free vibration analysis of Mindlin–Reissner plates

H. Nguyen-Xuan, T. Nguyen-Thoi
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引用次数: 78

Abstract

A free vibration analysis of Mindlin–Reissner plates using the stabilized smoothed finite element method is studied. The bending strains of the MITC4 and STAB elements are incorporated with a cell-wise smoothing operation to give new proposed elements, the mixed interpolation and smoothed curvatures (MISCk) and SMISCk elements. The corresponding bending stiffness matrix is computed along the boundaries of the smoothing elements (smoothing cells). Note that shearing strains and the shearing stiffness matrix of the proposed elements are unchanged from the original elements, the MITC4 and STAB elements. It is confirmed by numerical tests that the present method is free of shear locking and has the marginal improvements compared with the original elements. Copyright © 2008 John Wiley & Sons, Ltd.
Mindlin-Reissner板自由振动分析的稳定光滑有限元法
采用稳定光滑有限元法对Mindlin-Reissner板的自由振动进行了分析。将MITC4和STAB单元的弯曲应变与单元平滑运算相结合,得到新的拟合单元,即混合插值和平滑曲率(MISCk)和SMISCk单元。沿光滑单元(平滑单元)的边界计算相应的弯曲刚度矩阵。请注意,所提出单元的剪切应变和剪切刚度矩阵与原始单元、MITC4和STAB单元没有变化。数值试验结果表明,该方法不存在剪切锁紧现象,且与原方法相比有较大改进。版权所有©2008 John Wiley & Sons, Ltd
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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