Wood Beam Damage Identification Based on the Curvature Mode and Wavelet Transform

Author:

Meng Zhaobo1,Ren Xiancai1,Chai Shanqing1ORCID,Wang Xin2,Zhao Tengfei1ORCID,Gao Feifei1,Wang Shanwei1,Liu Yufa1

Affiliation:

1. School of Architecture and Civil Engineering, Liaocheng University, Liaocheng 252000, Shandong, China

2. School of Civil Engineering, Tianshui Normal University, Tianshui 741001, Gansu, China

Abstract

In the paper, a simple-supported wooden beam is used as the research object to identify the damage of the wood beam by finite element analysis and experimental research. First, ANSYS was used to establish the solid finite element model of the wood beam before and after the damage, and then the discrete wavelet transform was performed on the curvature mode of the wood beam before and after the damage, and the wavelet coefficient difference index was obtained after obtaining the high frequency wavelet coefficients. Then, the damage location of the wood beam was judged according to the sudden peak of the wavelet coefficient difference index, and the damage degree of the wood beam was estimated by fitting the relationship between the wavelet coefficient difference index and the degree of damage. Finally, the index was verified by the wooden beam test. The results show that the wavelet coefficient difference index can accurately identify the damaged location of the wood beams. The degree of damage to the wood beams at the damage location can be quantitatively estimated by fitting the relationship between the wavelet coefficient difference index and the degree of damage at the damage location. The research results provide a theoretical basis to identify wooden beam damage.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

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