DAMAGE DETECTION IN STRUCTURES: FROM MODE SHAPE TO FREQUENCY RESPONSE FUNCTION METHODS
The present paper addresses the subject of damage detection in structures. A series of numerical simulations on a simple beam are made in order to compare various damage detection methods based on mode shape changes. A generalisation of these methods to the whole frequency ranges of measurement is p...
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| Published in | Mechanical systems and signal processing Vol. 17; no. 3; pp. 489 - 498 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.05.2003
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| Online Access | Get full text |
| ISSN | 0888-3270 1096-1216 |
| DOI | 10.1006/mssp.2002.1506 |
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| Abstract | The present paper addresses the subject of damage detection in structures. A series of numerical simulations on a simple beam are made in order to compare various damage detection methods based on mode shape changes. A generalisation of these methods to the whole frequency ranges of measurement is proposed, i.e. methods based on mode shape changes become based on operational mode shapes. The objective of such a study is to ascertain the possibility of using various damage detection methods without the need for modal identification. In recent years, the authors have developed some simple methods and tools based upon the use of frequency response functions (FRFs), which seem promising and have given good results in some practical applications. Here, some of that work is applied to the new proposed FRF-based methods which are compared and discussed. Numerical simulated examples will be used, as well as an experimental test case, where damage is inflicted in a free–free beam. |
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| AbstractList | The present paper addresses the subject of damage detection in structures. A series of numerical simulations on a simple beam are made in order to compare various damage detection methods based on mode shape changes. A generalisation of these methods to the whole frequency ranges of measurement is proposed, i.e. methods based on mode shape changes become based on operational mode shapes. The objective of such a study is to ascertain the possibility of using various damage detection methods without the need for modal identification. In recent years, the authors have developed some simple methods and tools based upon the use of frequency response functions (FRFs), which seem promising and have given good results in some practical applications. Here, some of that work is applied to the new proposed FRF-based methods which are compared and discussed. Numerical simulated examples will be used, as well as an experimental test case, where damage is inflicted in a free-free beam. |
| Author | MAIA, N.M.M. SILVA, J.M.M. SAMPAIO, R.P.C. ALMAS, E.A.M. |
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| Cites_doi | 10.1016/0022-460X(91)90595-B 10.1006/jsvi.1999.2340 10.1006/jsvi.1994.1002 |
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| References | SAMPAIO, MAIA, SILVA (RF5) 1999; 226 PANDEY, BISWAS, SAMMAN (RF2) 1991; 145 HO, EWINS (RF1) 2000 MAIA, SILVA, SAMPAIO (RF6) 1997 PANDEY, BISWAS (RF4) 1994; 169 STUBBS, KIM, FARRAR (RF3) 1995 SAMPAIO, MAIA, SILVA, RIBEIRO (RF7) 2000 PANDEY (10.1006/mssp.2002.1506_RF2) 1991; 145 STUBBS (10.1006/mssp.2002.1506_RF3) 1995 SAMPAIO (10.1006/mssp.2002.1506_RF5) 1999; 226 MAIA (10.1006/mssp.2002.1506_RF6) 1997 HO (10.1006/mssp.2002.1506_RF1) 2000 SAMPAIO (10.1006/mssp.2002.1506_RF7) 2000 PANDEY (10.1006/mssp.2002.1506_RF4) 1994; 169 |
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| Title | DAMAGE DETECTION IN STRUCTURES: FROM MODE SHAPE TO FREQUENCY RESPONSE FUNCTION METHODS |
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