Damage Identification Method with Structural Frequency Data from Modal Test

  • Du Jian-hua
  • Ouyang Zhiwei
  • Zhao Yangdong
Keywords: vibration mode; structural damage evaluation, damage factor, damage state

Abstract

Testing and analysis technology based on vibration mode is a common method to structural health monitoring and checking. This paper deduces the damage factor used for structural damage evaluation based on test frequency of structure, makes a finite element numerical simulation using ANSYS software and model test to a pressure pipe. Here a stiffness reduction method is utilized to reproduce the damage state of a single-point and multiple-point, damage identification is carried out with a FEM model of redundant pipe. Meanwhile, a model experiment system is designed to validate the efficiency of damage factor with cutting-groove to simulate damage states. Numerical and experimental results show the proposed damage factor is theoretically breviate, simple realization and high-accuracy performance, therefore, it has a good usage prospect in the implementation of structural damage monitoring and identification.

Author Biographies

Du Jian-hua

School of Transportation, Shijiazhuang Institute of Railway Technology, Shijiazhuang, China

Ouyang Zhiwei

School of Civil Engineering, Harbin Institute of Technology, Harbin, China

Zhao Yangdong

First Branch, CCCC First Highway Consultants Co., Ltd, Xi’an, China

Published
2009-03-31
How to Cite
Jian-hua, D., Zhiwei, O., & Yangdong, Z. (2009). Damage Identification Method with Structural Frequency Data from Modal Test. Communications - Scientific Letters of the University of Zilina, 11(1), 50-54. Retrieved from http://journals.uniza.sk/index.php/communications/article/view/983
Section
Articles