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Large deflection problem and constrained deformation of cantilever beam with uniform load

机译:均布载荷作用下悬臂梁的大挠度问题和变形受约束

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摘要

Considering the deformation of flexible cantilever beam in the uniform load distribution, the corresponding mathematical model is established. Applying quasi-linear analysis and perturbation solution in order to convert to complex integral and differential formula into its power series form, then derives the general formula of dimensioniess deflection formula. Last we further discussed the deflection formula and analysis the constraint situation of beam deformation.
机译:考虑均匀载荷分布下柔性悬臂梁的变形,建立了相应的数学模型。应用准线性分析和摄动解,将复杂的积分微分公式转换为幂级数形式,然后推导了尺寸挠度公式的通用公式。最后,我们进一步讨论了挠度公式并分析了梁变形的约束情况。

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