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Modeling of Flexible Telescopic Boom of Crane Using ANCF Sliding Joint Constraints

机译:基于ANCF滑动关节约束的起重机柔性伸缩臂建模。

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In this investigation, a modeling procedure of a telescopic boom of cranes is developed using the absolute nodal coordinate formulation (ANCF) together with the sliding joint constraints.Since telescopic booms are extracted and retracted under various operating conditions, the overall length of the boom changes dynamically, leading to the time-variant vibration characteristics.For modeling the telescopic structure of booms, a special care needs to be exercised since the location of the sliding contact point moves along the deformable axis of the flexible boom and solutions to a moving boundary problem are required. This issue indeed makes the modeling of the telescopic boom difficult, despite the significant needs for the analysis.It is, therefore, the objective of this investigation to develop a modeling procedure for the telescopic boom by considering sliding contact condition. To this end, the sliding joint constraint developed for the absolute nodal coordinate formulation is employed for describing relative sliding motion between flexible booms, while flexible booms are modeled using the beam element of the absolute nodal coordinate formulation, which allows for modeling large rotation and deformation.Several numerical examples are presented in order to demonstrate the use of the modeling procedure developed in this investigation.
机译:在这项研究中,使用绝对节点坐标公式(ANCF)和滑动接头约束条件开发了伸缩臂起重机的建模程序。由于伸缩臂在不同的工作条件下都被抽出和收回,因此臂架的总长度会发生变化为了对动臂的伸缩结构建模,需要特别注意,因为滑动接触点的位置沿动臂的变形轴移动,并且解决了运动边界问题是必要的。尽管存在大量分析需要,但这个问题的确使伸缩臂的建模变得困难。因此,本研究的目的是通过考虑滑动接触条件来开发伸缩臂的建模程序。为此,针对绝对节点坐标公式开发的滑动关节约束用于描述柔性吊杆之间的相对滑动运动,而使用绝对节点坐标公式的梁单元对柔性吊杆进行建模,从而可以对较大的旋转和变形进行建模为了说明在本研究中开发的建模程序的使用,给出了几个数值示例。

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