摘要
Based on the displacement general solution of a pre-twisted Euler-Bernoulli beam, the shape function and stiffness matrix are deduced, and a new finite element model is proposed. Comparison analyses are made between the new proposed numerical model based on displacement general solution and the ANSYS solution by Beam188 element based on infinite approach. The results show that developed numerical model is available for the pre-twisted Euler-Bernoulli beam, and that also provide an accuracy finite element model for the numerical analysis. The effects of pre-twisted angle and flexural stiffness ratio on the mechanical property are also investigated.
源语言 | 英语 |
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页(从-至) | 479-486 |
页数 | 8 |
期刊 | Structural Engineering and Mechanics |
卷 | 69 |
期 | 5 |
DOI | |
出版状态 | 已出版 - 2019 |