A New Flexibility Based Damage Index for Damage Detection of Truss Structures
A new damage index, called strain change based on flexibility index (SCBFI), is introduced to locate damaged elements of truss systems. The principle of SCBFI is based on considering strain changes in structural elements, between undamaged and damaged states. The strain of an element is evaluated us...
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Format: | Article |
Language: | English |
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Wiley
2014-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2014/460692 |
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author | M. Montazer S. M. Seyedpoor |
author_facet | M. Montazer S. M. Seyedpoor |
author_sort | M. Montazer |
collection | DOAJ |
description | A new damage index, called strain change based on flexibility index (SCBFI), is introduced to locate damaged elements of truss systems. The principle of SCBFI is based on considering strain changes in structural elements, between undamaged and damaged states. The strain of an element is evaluated using the columnar coefficients of the flexibility matrix estimated via modal analysis information. Two illustrative test examples are considered to assess the performance of the proposed method. Numerical results indicate that the method can provide a reliable tool to accurately identify the multiple-structural damage for truss structures. |
format | Article |
id | doaj-art-2c52881ebf2b464a8d60d8965297649c |
institution | Kabale University |
issn | 1070-9622 1875-9203 |
language | English |
publishDate | 2014-01-01 |
publisher | Wiley |
record_format | Article |
series | Shock and Vibration |
spelling | doaj-art-2c52881ebf2b464a8d60d8965297649c2025-02-03T05:50:30ZengWileyShock and Vibration1070-96221875-92032014-01-01201410.1155/2014/460692460692A New Flexibility Based Damage Index for Damage Detection of Truss StructuresM. Montazer0S. M. Seyedpoor1Department of Civil Engineering, Shomal University, Amol 46161-84596, IranDepartment of Civil Engineering, Shomal University, Amol 46161-84596, IranA new damage index, called strain change based on flexibility index (SCBFI), is introduced to locate damaged elements of truss systems. The principle of SCBFI is based on considering strain changes in structural elements, between undamaged and damaged states. The strain of an element is evaluated using the columnar coefficients of the flexibility matrix estimated via modal analysis information. Two illustrative test examples are considered to assess the performance of the proposed method. Numerical results indicate that the method can provide a reliable tool to accurately identify the multiple-structural damage for truss structures.http://dx.doi.org/10.1155/2014/460692 |
spellingShingle | M. Montazer S. M. Seyedpoor A New Flexibility Based Damage Index for Damage Detection of Truss Structures Shock and Vibration |
title | A New Flexibility Based Damage Index for Damage Detection of Truss Structures |
title_full | A New Flexibility Based Damage Index for Damage Detection of Truss Structures |
title_fullStr | A New Flexibility Based Damage Index for Damage Detection of Truss Structures |
title_full_unstemmed | A New Flexibility Based Damage Index for Damage Detection of Truss Structures |
title_short | A New Flexibility Based Damage Index for Damage Detection of Truss Structures |
title_sort | new flexibility based damage index for damage detection of truss structures |
url | http://dx.doi.org/10.1155/2014/460692 |
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