Please use this identifier to cite or link to this item: https://dspace.ctu.edu.vn/jspui/handle/123456789/55881
Nhan đề: Modal analysis of multistep Timoshenko beam with a number of cracks
Tác giả: Tran, Thanh Hai
Vu, Thi An Ninh
Nguyen, Tien Khiem
Từ khoá: Timoshenko beam theory
Multi-stepped beam
Multi-cracked beam
Natural frequencies
Transfer matrix method
Năm xuất bản: 2018
Tùng thư/Số báo cáo: Vietnam Journal of Science and Technology;Vol. 56, No. 06 .- P.776–791
Tóm tắt: Modal analysis of cracked multistep Timoshenko beam is accomplished by the Transfer Matrix Method (TMM) based on a closed-form solution for Timoshenko uniform beam element. Using the solution allows significantly simplifying application of the conventional TMM foe multistep beam with multiple cracks. Such simplified transfer matrix method is employed for investigating effect of beam slenderness and stepped change in cross section on sensitivity of natural frequencies to cracks. It is demonstrated that the transfer matrix method based on the Timoshenko beam theory is usefully applicable for beam of arbitrary slenderness while the Euler-Bernoulli beam theory is appropriate only for slender one. Moreover, stepwise change in cross-section leads to a jump in natural frequency variation due to crack at the steps. Both the theoretical development and numerical computation accomoplished for the cracked multistep beam have been validated by an experimental study.
Định danh: https://dspace.ctu.edu.vn/jspui/handle/123456789/55881
ISSN: 2525-2518
Appears in Collections:Vietnam journal of science and technology

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