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Effect of Boundary Conditions on the Axial Compression Buckling of Homogeneous Orthotropic Composite Cylinders in the Long Column Range

机译:边界条件对均质正交异性复合材料圆柱在长柱范围内轴压屈曲的影响

摘要

Buckling loads for long isotropic and laminated cylinders are calculated based on Euler, Fluegge and Donnell's equations. Results from these methods are presented using simple parameters useful for fundamental design work. Buckling loads for two types of simply supported boundary conditions are calculated using finite element methods for comparison to select cases of the closed form solution. Results indicate that relying on Donnell theory can result in an over-prediction of buckling loads by as much as 40% in isotropic materials.
机译:长各向同性和叠层圆柱的屈曲载荷是根据Euler,Fluegge和Donnell方程计算的。这些方法的结果使用对于基础设计工作有用的简单参数来表示。使用有限元方法计算两种类型的简单支撑边界条件的屈曲载荷,以比较选择闭合形式解的情况。结果表明,依靠Donnell理论可能导致各向同性材料的屈曲载荷过高预测多达40%。

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