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A Proposed Technique for Large Deflection Analysis of Cantilever Beams Composed of Two Nonlinear Elastic Materials Subjected to an Inclined Tip Concentrated Force

机译:倾斜尖端集中力作用下两种非线性弹性材料组成的悬臂梁大挠度分析的拟议技术

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摘要

A new technique was proposed for the large deflection problem of a prismatic composite cantilever beam made of two different nonlinear elastic materials and subjected to an inclined tip concentrated force. Two types of composite cantilever beams were considered in this study: A solid rectangular and a hollow circular cross-section beam. The proposed technique assumes that the behavior of a composite cantilever beam is equivalent to the behavior of two homogeneous cantilever beams. A semi-analytical solution describing the complete behavior of each homogeneous beam was derived and the complete deflection curve of the composite cantilever beam was obtained by considering the weighted average deflection curves of the two homogeneous cantilevers with respect to the tip forces. Several numerical examples were presented at the end of the study. Results obtained using the proposed technique were compared with results obtained using the software ADINA and found to be in good agreement.
机译:针对由两种不同的非线性弹性材料制成的,承受倾斜尖端集中力的棱柱形复合悬臂梁的大挠度问题,提出了一种新技术。在本研究中考虑了两种类型的复合悬臂梁:实心矩形和空心圆形截面梁。所提出的技术假定复合悬臂梁的行为等同于两个均质悬臂梁的行为。推导了描述每个均质梁完整特性的半解析解,并通过考虑两个均质悬臂相对于尖端力的加权平均挠度曲线,获得了复合悬臂梁的完整挠度曲线。研究结束时提供了几个数值示例。将使用建议的技术获得的结果与使用软件ADINA获得的结果进行比较,发现结果吻合良好。

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