首页> 外文期刊>Latin American Journal of Solids and Structures >A new FEM procedure for transverse and longitudinal vibration analysis of thin rectangular plates subjected to a variable velocity moving load along an arbitrary trajectory
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A new FEM procedure for transverse and longitudinal vibration analysis of thin rectangular plates subjected to a variable velocity moving load along an arbitrary trajectory

机译:一种新的有限元程序,用于对矩形薄板的横向和纵向振动进行分析,该矩形板在任意轨道上均受到变速移动载荷的作用

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摘要

A combined plate element is presented for the analysis of transverse and longitudinal vibrations of a thin plate which carries a load moving along an arbitrary trajectory with variable velocity. Depending on the acceleration of the point load on its trajectory on the plate surface, the combined element, which is a combination of the 24 DOF plate element and an equivalent mass element, represents transverse (z) inertia, Coriolis and centripetal and longitudinal (x, y) inertia effects of the moving load. In order to obtain the combined element, mass, damping and stiffness matrices of the equivalent mass element representing the mass are first derived by using the relations between nodal forces, nodal deflections and deflection-shape functions of the plate element and the inertia and other forces of the moving mass according to the global coordinates on the plate and local coordinates on the plate element. Then, the obtained property matrices of the equivalent mass element and property matrices of the plate element were added together in order to obtain the combined plate element. For verification, the suggested technique was applied on a simply supported beam-plate under a moving load, and agreements were obtained with existing literature. In addition, intensive analysis and simulations were conducted at different dimensionless mass rates (mass of the load/mass of the plate) and angular velocities for a circular motion on a CCCC plate, and the results are provided. Furthermore, analysis results are provided for moving force condition which neglects the inertia, Coriolis and centripetal effects of the load, and it was shown that the moving mass assumption generated very different results with moving load assumption especially at high mass ratio and velocity values. Analysis results made it clear that the dynamic behaviour of the plate was differently affected by an orbiting mass depending on its mass ratio, orbiting radius and angular velocity
机译:提出了一种组合板元件,用于分析薄板的横向和纵向振动,该薄板承载着以可变速度沿任意轨迹移动的载荷。根据点载荷在板面上轨迹上的加速度,组合元素是24自由度板元素和等效质量元素的组合,表示横向(z)惯性,科里奥利,向心和纵向(x ,y)移动负载的惯性效应。为了获得组合单元,首先通过利用板单元的节点力,节点挠度和挠度形状函数与惯性力及其他力之间的关系,得出表示质量的等效质量单元的质量,阻尼矩阵和刚度矩阵。根据板块上的全局坐标和板块元素上的局部坐标确定运动质量的大小。然后,将获得的当量质量元素的特性矩阵和板状元素的特性矩阵相加,以获得组合的板状元素。为了进行验证,将所建议的技术应用于在移动载荷下的简单支撑梁板上,并与现有文献取得了一致。另外,在CCCC板上圆周运动的不同无因次质量率(板的载荷质量/板的质量)和角速度下进行了深入的分析和模拟,并提供了结果。此外,提供了针对运动力条件的分析结果,该条件忽略了载荷的惯性,科里奥利和向心效应,结果表明,运动质量假设与运动载荷假设产生了截然不同的结果,尤其是在高质量比和速度值下。分析结果清楚地表明,轨道质量取决于板的质量比,轨道半径和角速度而不同地影响板的动力学行为。

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