Modal analysis of KRK Bridge by using ansys workbench

Yang Fei
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Abstract

The modal analysis of KRK bridge is presented in this paper. The solid model and finite element model of KRK bridge are established by ANSYS WORKBENCH 2023 R2. The model is a whole, not made up of multiple parts. Due to the limited finite element number of WORKBENCH, there may be some deviation between the model studied in this paper and the reality. The mass of the model used in this paper is consistent with reality. The modal analysis is carried out under the boundary condition that the bottom of the bridge column is fixed and the two ends are not fixed. The model does not shift in any direction. The aim is to find six modes that have their own natural frequencies and modal modes. The natural frequency of the model is obtained, and the resonance and collapse of the model are avoided during use.
使用 ansys workbench 对 KRK 桥进行模态分析
本文介绍了 KRK 桥的模态分析。KRK 桥的实体模型和有限元模型由 ANSYS WORKBENCH 2023 R2 建立。该模型是一个整体,而不是由多个部分组成。由于 WORKBENCH 有限元数量有限,本文研究的模型可能与实际情况存在一定偏差。本文所用模型的质量与实际相符。模态分析是在桥柱底部固定、两端不固定的边界条件下进行的。模型不会向任何方向移动。目的是找到有各自固有频率和模态的六种模态。从而获得模型的固有频率,避免模型在使用过程中发生共振和坍塌。
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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