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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Zhu Kang Lei Liping Zeng Pan |
| Copyright Year | 2015 |
| Description | Author affiliation: Tsinghua Univ., Beijing, China (Zhu Kang; Lei Liping; Zeng Pan) |
| Abstract | In beam structure, damage detection is important to the safety during its usage. The non-destructive method (NDM) based on based on variation of natural frequencies of structure are powerful and commonly employed. However, the modal sensitivity of structure, which is the key information used in NDM algorithms is usually obtained with numerical calculation, which may bring inaccuracy due to the error in numerical calculation and the difference between the real structure and the numerical model. In response to the problems mentioned above, this paper proposes a new method to obtain modal sensitivity of beam structure, which is totally based on experimental data rather than numerical simulation. In this new method, a mass is attached to the testing beam to obtain the modal sensitivity. After the modal sensitivity is obtained, an artificial defection is made to the testing beam. With the modal sensitivity achieved, the location the defection is successfully determined with relatively small error, which confirms the feasibility of this new method. |
| Sponsorship | Hunan Inst. Ind. |
| Starting Page | 31 |
| Ending Page | 34 |
| File Size | 163245 |
| Page Count | 4 |
| File Format | |
| e-ISBN | 9781467371438 |
| DOI | 10.1109/ICMTMA.2015.16 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2015-06-13 |
| Publisher Place | China |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | Vibrations additional mass beam structure Sensitivity damage detection Numerical simulation Frequency measurement Numerical models Structural beams modal sensitivity Testing |
| Content Type | Text |
| Resource Type | Article |
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