用有限元-传递刚度系数法分析离散系统弯曲梁的自由振动

M. Choi, D. Yeo
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引用次数: 4

摘要

曲线梁是结构设计中最基本、最重要的结构构件之一。本文给出了用有限元-传递刚度系数法分析弯曲梁自由振动的计算算法。有限元-传递刚度系数法的概念是将有限元法的建模技术与传递刚度系数法的传递技术相结合。并通过对半圆梁和四分之一圆梁两种数值模型的自由振动分析,验证了有限元传递刚度系数法的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Free Vibration Analysis of Curved Beams Regarded as Discrete System Using Finite Element-Transfer Stiffness Coefficient Method
: A curved beam is one of the basic and important structural elements in structural design. In this paper, the authors formulated the computational algorithm for analyzing the free vibration of curved beams using the finite element-transfer stiffness coefficient method. The concept of the finite element-transfer stiffness coefficient method is the combination of the modeling technique of the finite element method and the transfer technique of the transfer stiffness coefficient method. And, we confirm the effectiveness the finite element-transfer stiffness coefficient method from the free vibration analysis of two numerical models which are a semicircle beam and a quarter circle beam.
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