Multiple crack identification in stepped beam by measurements of natural frequencies
Abstrak
A new approach is proposed for calculating natural frequencies and crack detection in a stepped cantilever beam with arbitrary number of cracks. This is based an explicit expression of the natural frequencies in term of crack parameter derived in the form similar to the so-called Rayleigh quotient for vibrating beam. The obtained simple relationship between natural frequencies and crack parameters enables not only accurate calculating the natural frequencies but also to develop an efficient procedure for detecting multiple cracks from given natural frequencies. The proposed technique called crack scanning method is illustrated and validated by numerical results.
Topik & Kata Kunci
Penulis (3)
Nguyen Tien Khiem
Duong The Hung
Vu Thi An Ninh
Akses Cepat
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Cek di sumber asli →- Tahun Terbit
- 2014
- Sumber Database
- DOAJ
- DOI
- 10.15625/0866-7136/36/2/3141
- Akses
- Open Access ✓