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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2015.11
- 수록면
- 1,263 - 1,266 (4page)
이용수
초록· 키워드
오류제보하기
The bending responses of laminated composite beams with variable thickness is developed. The displacement fields of beams are presented based on Euler-Bernoulli and Timoshenko beam theories. The virtual work principle is applied to determine the governing equation for both theories. The thickness of each layer is generally assumed as an arbitrary continuous function of x. Therefore, the governing equations become the systems of ordinary differential equation with variable coefficients. To obtain approximate solutions, the numerical techniques will be employed. The numerical examples calculated for uniform laminated beams also are presented to check the validity of the present study.
목차
ABSTRACT
1. Introduction
2. Mathematical Formulation
3. Numerical examples
4. Conclusions
References
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UCI(KEPA) : I410-ECN-0101-2017-558-000824426