Residual Mode Vector-Based Structural Damage Identification with First-Order Modal Information

Damage identification based on the change of dynamic properties is an issue worthy of attention in structure safety assessment, nevertheless, only a small number of discontinuous members in existing structure are damaged under service condition, and the most remaining members are in good condition....

Full description

Bibliographic Details
Main Authors: Shuai Luo, Zhenxin Zhuang, Wei Wang, Ping Jiang
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/5526171
id doaj-3113be5fd8bd454dab1085c4c1b46b24
record_format Article
spelling doaj-3113be5fd8bd454dab1085c4c1b46b242021-07-12T02:12:34ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84422021-01-01202110.1155/2021/5526171Residual Mode Vector-Based Structural Damage Identification with First-Order Modal InformationShuai Luo0Zhenxin Zhuang1Wei Wang2Ping Jiang3School of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringDamage identification based on the change of dynamic properties is an issue worthy of attention in structure safety assessment, nevertheless, only a small number of discontinuous members in existing structure are damaged under service condition, and the most remaining members are in good condition. According to this feather, we developed an effective damage location and situation assessment algorithm based on residual mode vector with the first mode information of targeted structure, which utilized the quantitative relationship between first natural modes of global structure with the change of the element stiffness. Firstly, the element damage location is determined with exploitation of the sparseness of element stiffness matrices based on the discontinuity of damaged members. Then, according to the distribution characteristics of the corresponding residual mode vector, the nodal equilibrium equation about the damage parameter is established based on the residual mode vector, and the damage coefficients of structural elements are evaluated with the proposed equations. Two numerical examples are given to verify the proposed algorithm. The results showed that the proposed damage identification method is consistent with the preset damage. It can even accurately identify large-degree damages. The proposed algorithm only required the first-order modal information of the target structures and held few requirements of analysis resource; hence when compared with existing methods, it has obvious advantages for structural damage identification.http://dx.doi.org/10.1155/2021/5526171
collection DOAJ
language English
format Article
sources DOAJ
author Shuai Luo
Zhenxin Zhuang
Wei Wang
Ping Jiang
spellingShingle Shuai Luo
Zhenxin Zhuang
Wei Wang
Ping Jiang
Residual Mode Vector-Based Structural Damage Identification with First-Order Modal Information
Advances in Materials Science and Engineering
author_facet Shuai Luo
Zhenxin Zhuang
Wei Wang
Ping Jiang
author_sort Shuai Luo
title Residual Mode Vector-Based Structural Damage Identification with First-Order Modal Information
title_short Residual Mode Vector-Based Structural Damage Identification with First-Order Modal Information
title_full Residual Mode Vector-Based Structural Damage Identification with First-Order Modal Information
title_fullStr Residual Mode Vector-Based Structural Damage Identification with First-Order Modal Information
title_full_unstemmed Residual Mode Vector-Based Structural Damage Identification with First-Order Modal Information
title_sort residual mode vector-based structural damage identification with first-order modal information
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8442
publishDate 2021-01-01
description Damage identification based on the change of dynamic properties is an issue worthy of attention in structure safety assessment, nevertheless, only a small number of discontinuous members in existing structure are damaged under service condition, and the most remaining members are in good condition. According to this feather, we developed an effective damage location and situation assessment algorithm based on residual mode vector with the first mode information of targeted structure, which utilized the quantitative relationship between first natural modes of global structure with the change of the element stiffness. Firstly, the element damage location is determined with exploitation of the sparseness of element stiffness matrices based on the discontinuity of damaged members. Then, according to the distribution characteristics of the corresponding residual mode vector, the nodal equilibrium equation about the damage parameter is established based on the residual mode vector, and the damage coefficients of structural elements are evaluated with the proposed equations. Two numerical examples are given to verify the proposed algorithm. The results showed that the proposed damage identification method is consistent with the preset damage. It can even accurately identify large-degree damages. The proposed algorithm only required the first-order modal information of the target structures and held few requirements of analysis resource; hence when compared with existing methods, it has obvious advantages for structural damage identification.
url http://dx.doi.org/10.1155/2021/5526171
work_keys_str_mv AT shuailuo residualmodevectorbasedstructuraldamageidentificationwithfirstordermodalinformation
AT zhenxinzhuang residualmodevectorbasedstructuraldamageidentificationwithfirstordermodalinformation
AT weiwang residualmodevectorbasedstructuraldamageidentificationwithfirstordermodalinformation
AT pingjiang residualmodevectorbasedstructuraldamageidentificationwithfirstordermodalinformation
_version_ 1721307990343024640