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IDENTIFICATION METHOD OF TENSION FORCE USING FINITE ELEMENT ANALYSIS AND SENSITIVITY ANALYSIS

机译:有限元分析和灵敏度分析的拉力识别方法

摘要

A method for estimating tension of a bridge cable by finite element analysis and sensitivity analysis is provided to be applied to any cable shape by introducing the finite element analysis, and the sensitivity analysis to increase precision by minimizing an error between an analyzed and measured unique value. Horizontal force, the flexural strength, and axial strength of the cable are set as recognition variables. The finite element analysis is performed to the set recognition variables. Dynamic sag and tension distribution of the cable are obtained from the finite element analysis. A unique vibration frequency of the recognition variables is found by applying vibration analysis to a finite element model having the obtained dynamic sag and tension distribution. A sensitivity matrix, which is a change ratio of the unique vibration frequency according to unit change of each recognition variable, is calculated. A change ratio vector of the unique vibration frequency is calculated. The change ratio vector of the recognition variables is calculated from the sensitivity matrix and the change ratio vector of the unique vibration frequency.
机译:通过引入有限元分析,提供了一种通过有限元分析和灵敏度分析来估算桥梁电缆张力的方法,该方法可应用于任何电缆形状,而灵敏度分析则通过最小化分析和测量的唯一值之间的误差来提高精度。 。将电缆的水平力,抗弯强度和轴向强度设置为识别变量。对设置的识别变量进行有限元分析。电缆的动态下垂和张力分布是通过有限元分析获得的。通过将振动分析应用于具有获得的动态下垂和张力分布的有限元模型,可以找到识别变量的唯一振动频率。计算灵敏度矩阵,该矩阵是根据每个识别变量的单位变化的固有振动频率的变化率。计算出固有振动频率的变化率矢量。根据灵敏度矩阵和固有振动频率的变化率矢量来计算识别变量的变化率矢量。

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