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논문 기본 정보

자료유형
학술저널
저자정보
BABATOPE OMOLOFE (FEDERAL UNIVERSITY OF TECHNOLOGY) SEGUN NATHANIEL OGUNYEBI (EKITI STATE UNIVERSITY)
저널정보
한국산업응용수학회 JOURNAL OF THE KOREAN SOCIETY FOR INDUSTRIAL AND APPLIED MATHEMATICS Journal of the Korean Society for Industrial and Applied Mathematics Vol.20 No.1
발행연도
2016.3
수록면
17 - 35 (19page)

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초록· 키워드

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In this study, the dynamic behaviour of a rotating Timoshenko beam when under the actions of a variable magnitude load moving at non-uniform speed is carried out. The effect of cross-sectional dimension and damping on the flexural motions of the elastic beam was neglected. The coupled second order partial differential equations incorporating the effects of rotary and gyroscopic moment describing the motions of the beam was scrutinized in order to obtain the expression for the dynamic deflection and rotation of the vibrating system using an elegant technique called Galerkin’s Method. Analyses of the solutions obtained were carried out and various results were displayed in plotted curve. It was found that the response amplitude of the simply supported beam increases with an increase in the value of the foundation reaction modulus. Effects of other vital structural parameters were also established.

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ABSTRACT
1. INTRODUCTION
2. MATHEMATICAL FORMULATION
3. SOLUTION TECHNIQUE AND PROCEDURE
4. COMMENTS ON THE CLOSED FORM SOLUTION
5. RESULTS AND DISCUSSIONS
6. CONCLUDING REMARKS
REFERENCES

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UCI(KEPA) : I410-ECN-0101-2016-410-002754239