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Modified Bernoulli-Euler Laminate Beam Theory Using Total Effective Moment in LIPCA

机译:在LIPCA中使用总有效矩修正贝努利-欧拉层压梁理论

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摘要

The applicable bending moment equation of LIPCA is necessary even though the fiber layer ply orientation is changed. The aim of this research is to evaluate the relationship between the total effective moment (M~E) and Bernoulli-Euler bending moment (M) when the ply orientations of unidirectional CFRP, which is one of the various laminate configurations in LIPCA, are changed. Since the related previous equation between the performance stroke range (Δh) and the radius of curvature (ρ) was just applicable to the CFRP ply orientation [0], it will be modified using these results. The related modified equation, which has nothing to do with the various CFRP ply orientation, is also suggested and compared with the previous equation.
机译:即使改变了纤维层的取向,也需要LIPCA适用的弯矩方程。这项研究的目的是评估当单向CFRP的层向改变时,总有效力矩(M〜E)与Bernoulli-Euler弯矩(M)之间的关系。 。由于性能行程范围(Δh)与曲率半径(ρ)之间的相关先前公式仅适用于CFRP帘布层方向[0],因此将使用这些结果对其进行修改。还提出了与各种CFRP帘布层方向无关的相关修改方程,并与之前的方程进行了比较。

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