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Inverse problem of elastica of a variable-arc-length beam subjected to a concentrated load

机译:集中载荷作用下变长梁的弹性反问题

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摘要

An inverse problem of elastica of a variable-arclength beam subjected to a concentrated load is investigated.The beam is fixed at one end, and can slide freely over a hinge support at the other end. The inverse problem is to determine the value of the load when the deflection of the action point of the load is given. Based on the elasitca equations and the elliptic integrals, a set of nonlinear equations for the inverse problem are derived, and an analytical solution by means of iterations and Quasi-Newton method is presented. From the results, the relationship between the loads and deflections of the loading point is obtained.
机译:研究了可变弯矩梁在集中载荷下的弹性反问题,该梁的一端固定,而另一端则可以在铰链支架上自由滑动。相反的问题是,当给出负载作用点的挠度时,确定负载的值。基于elasitca方程和椭圆积分,导出了一组反问题的非线性方程,并提出了一种通过迭代和拟牛顿法的解析解。从结果可以得出载荷与载荷点挠度之间的关系。

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