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The Role of Friction in the Static Equilibrium of a Fixed Ladder: Theoretical Analysis and Experimental Test

机译:摩擦在固定梯子静平衡中的作用:理论分析和实验测试

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In a recent publication the author derived and experimentally tested several theoretical models, distinguished by different boundary conditions at the contacts with horizontal and vertical supports, that predicted the forces of reaction on a fixed ( i.e. inextensible) ladder. This problem is statically indeterminate since there are 4 forces of reaction and only 3 equations of static equilibrium. The model that predicted the empirical reactions correctly used a law of static friction to complement the equations of static equilibrium. The present paper examines in greater theoretical and experimental detail the role of friction in accounting for the forces of reaction on a fixed ladder. The reported measurements confirm that forces parallel and normal to the support at the top of the ladder are linearly proportional with a constant coefficient of friction irrespective of the magnitude or location of the load, as assumed in the theoretical model. However, measurements of forces parallel and normal to the support at the base of the ladder are linearly proportional with coefficients that depend sensitively on the location (although not the magnitude) of the load. This paper accounts quantitatively for the different effects of friction at the top and base of the ladder under conditions of usual use whereby friction at the vertical support alone is insufficient to keep the ladder from sliding. A theoretical model is also proposed for the unusual circumstance in which friction at the vertical support can keep the ladder from sliding.
机译:在最近的出版物中,作者推导并实验了几种理论模型,这些模型的特征是在水平和垂直支撑的接触处具有不同的边界条件,这些模型预测了在固定(即不可伸展)梯子上的反作用力。由于存在4个反作用力和3个静态平衡方程,因此该问题在静态上是不确定的。正确地预测经验反应的模型使用了静摩擦定律来补充静平衡方程。本文以更大的理论和实验细节检验了摩擦在解释固定梯子上的反作用力中的作用。报告的测量结果证实,如理论模型中所假设的那样,与载荷的大小或位置无关,与梯子顶部的支撑平行且垂直的力与恒定的摩擦系数成线性比例。但是,平行于和垂直于梯子底部支撑的力的测量值与系数成线性比例,该系数敏感地取决于负载的位置(而不是大小)。本文定量地说明了在通常使用条件下梯子顶部和底部的摩擦的不同影响,其中仅垂直支撑件的摩擦不足以阻止梯子滑动。还针对异常情况提出了一种理论模型,在这种情况下,垂直支撑处的摩擦力可以阻止梯子滑动。

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