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논문 기본 정보

자료유형
학술저널
저자정보
Ying Huang (Xi’an University of Architecture and Technology) Haoran Zou (Northwestern Polytechnical University) Chang Hong Chen (Northwestern Polytechnical University) Songlin Bai (Northwestern Polytechnical University) Yao Yao (Northwestern Polytechnical University) Leon M. Keer (Northwestern University)
저널정보
국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.72 No.5
발행연도
2019.1
수록면
617 - 629 (13page)

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Based on the finite element method of traditional straight Euler-Bernoulli beams and the coupled relations between linear displacement and angular displacement of a pre-twisted Euler-Bernoulli beam, the shape functions and stiffness matrix are deduced. Firstly, the stiffness of pre-twisted Euler-Bernoulli beam is developed based on the traditional straight Euler-Bernoulli beam. Then, a new finite element model is proposed based on the displacement general solution of a pre-twisted Euler-Bernoulli beam. Finally, comparison analyses are made among the proposed Euler-Bernoulli model, the new numerical model based on displacement general solution and the ANSYS solution by Beam188 element based on infinite approach. The results show that developed numerical models are available for the pre-twisted Euler-Bernoulli beam, and which provide more accurate finite element model for the numerical analysis. The effects of pre-twisted angle and flexural stiffness ratio on the mechanical property are investigated.

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