Development of elastic damage load theorem for damage detection in a statically determinate beam
A system identification technique based on the static displacement changes due to damages is proposed to enhance the efficiency of damage detection in flexural structures. For this, an elastic damage load theorem was derived and verified. Comparisons with numerical and experimental tests were perfor...
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| Published in | Computers & structures Vol. 82; no. 29; pp. 2483 - 2492 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
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Elsevier Ltd
01.11.2004
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| Abstract | A system identification technique based on the static displacement changes due to damages is proposed to enhance the efficiency of damage detection in flexural structures. For this, an
elastic damage load theorem was derived and verified. Comparisons with numerical and experimental tests were performed to investigate the applicability and advantage of the proposed theorem. In addition, it is shown that the sparse measurement can be overcome by increasing the loading conditions instead of increasing the number of measurement sensors. From numerical and experimental application of the elastic damage load theorem to damage identification, it can be concluded that the elastic damage load theorem may be useful in the long term health monitoring and the damage assessment using periodical static loading test. |
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| AbstractList | A system identification technique based on the static displacement changes due to damages is proposed to enhance the efficiency of damage detection in flexural structures. For this, an
elastic damage load theorem was derived and verified. Comparisons with numerical and experimental tests were performed to investigate the applicability and advantage of the proposed theorem. In addition, it is shown that the sparse measurement can be overcome by increasing the loading conditions instead of increasing the number of measurement sensors. From numerical and experimental application of the elastic damage load theorem to damage identification, it can be concluded that the elastic damage load theorem may be useful in the long term health monitoring and the damage assessment using periodical static loading test. A system identification technique based on the static displacement changes due to damages is proposed to enhance the efficiency of damage detection in flexural structures. For this, an elastic damage load theorem was derived and verified. Comparisons with numerical and experimental tests were performed to investigate the applicability and advantage of the proposed theorem. In addition, it is shown that the sparse measurement can be overcome by increasing the loading conditions instead of increasing the number of measurement sensors. From numerical and experimental application of the elastic damage load theorem to damage identification, it can be concluded that the elastic damage load theorem may be useful in the long term health monitoring and the damage assessment using periodical static loading test. |
| Author | Cho, Hyo-Nam Choi, Il-Yoon Lee, Jun S. Choi, Eunsoo |
| Author_xml | – sequence: 1 givenname: Il-Yoon surname: Choi fullname: Choi, Il-Yoon email: iychoi@krri.re.kr organization: Track and Civil Engineering Research Department, Korea Railroad Research Institute, 360-1 Wolam-Dong, Uiwang-City, Kyunggi-Do 437050, South Korea – sequence: 2 givenname: Jun S. surname: Lee fullname: Lee, Jun S. organization: Track and Civil Engineering Research Department, Korea Railroad Research Institute, 360-1 Wolam-Dong, Uiwang-City, Kyunggi-Do 437050, South Korea – sequence: 3 givenname: Eunsoo surname: Choi fullname: Choi, Eunsoo organization: Track and Civil Engineering Research Department, Korea Railroad Research Institute, 360-1 Wolam-Dong, Uiwang-City, Kyunggi-Do 437050, South Korea – sequence: 4 givenname: Hyo-Nam surname: Cho fullname: Cho, Hyo-Nam organization: Department of Civil and Environmental Engineering, Hanyang University, Ansan-City, Kyunggi-Do, South Korea |
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| Cites_doi | 10.2514/3.25174 10.2172/249299 10.1016/j.engstruct.2003.10.004 10.1016/S0045-7949(03)00034-8 10.1080/03601218008907359 10.2514/3.13284 10.1243/03093247V142049 10.1016/0045-7949(93)90071-K 10.1061/(ASCE)0733-9399(2000)126:7(761) 10.1177/1045389X9800901107 10.1061/(ASCE)0733-9399(1997)123:6(568) |
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| Keywords | Elastic damage load theorem System identification Damage detection Conjugate beam Static displacement |
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| References_xml | – year: 2001 ident: bib17 article-title: Fundamentals of vibration contributor: fullname: Meirovitch – volume: 126 start-page: 761 year: 2000 end-page: 768 ident: bib4 article-title: Damage detection in beam structures based on frequency measurements publication-title: J. Engng. Mech. contributor: fullname: Danilo – volume: 21 year: 2001 ident: bib13 article-title: Study on the estimation of global stiffness and damping matrices in the time domain publication-title: J. KSCE contributor: fullname: Cho – volume: 9 start-page: 911 year: 1998 end-page: 919 ident: bib8 article-title: Structural damage detection using localized flexibilities publication-title: J. Intell. Mater. Syst. Struct. contributor: fullname: Alvin – volume: 8 start-page: 187 year: 1980 end-page: 203 ident: bib10 article-title: Identification of nonlinear structural dynamic systems publication-title: J. Struct. 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Struct. doi: 10.1177/1045389X9800901107 contributor: fullname: Park – volume: 123 start-page: 568 issue: 6 year: 1997 ident: 10.1016/j.compstruc.2004.07.003_bib15 article-title: Damage detection and assessment of structures from static response publication-title: J. Engng. Mech. doi: 10.1061/(ASCE)0733-9399(1997)123:6(568) contributor: fullname: Hjelmstad |
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| SubjectTerms | Conjugate beam Damage detection Elastic damage load theorem Static displacement System identification |
| Title | Development of elastic damage load theorem for damage detection in a statically determinate beam |
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