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Analysis on the uniformly loaded rectangular cross-section cantilever by a modified load-deflection model

机译:修正荷载-挠度模型分析矩形截面均布悬臂

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摘要

The load-deflection relationship of the uniformly loaded rectangular cross-section cantilever is analysed by a modified mechanical model, which exhibits its conformity to the physical situation by considering both the tangential and normal surface stresses. The analytical solution of the modelling equation is solved and presented in terms of the first and the second kinds of the Airy functions in association with Scorer's function. The resultant deflection profile contains an inflection point due to the restoring bending moment contributed by the critical surface loadings. The relationships of the tip deflection and the loading scenario are investigated, which reveal the fact that various loading scenarios can result in different deflection profiles, albeit with the same tip deflection. A numerical algorithm is given in the appendix to solve the loading scenario, by which the surface loadings can formally be determined for the designated applications for the devices utilizing the cantilever structure.
机译:通过修正的力学模型分析了均布矩形截面悬臂的载荷-挠度关系,该模型通过同时考虑切向和法向表面应力来显示其与物理情况的一致性。建模方程的解析解可以根据与记分器函数关联的第一和第二种Airy函数进行求解和表示。由于临界表面载荷引起的恢复弯曲力矩,最终的偏转轮廓包含一个拐点。研究了尖端变形与载荷情况之间的关系,揭示了这样一个事实,即尽管具有相同的尖端变形,但各种载荷情况仍可能导致不同的挠曲曲线。附录中给出了一种数值算法来解决加载情况,通过该算法可以为使用悬臂结构的设备的指定应用正式确定表面载荷。

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