可变换杆状结构的缆索-滑轮布放系统建模

V. Shamakhanov, S. Khoroshylov
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摘要

本文的目的是在计算缆索张力和节点驱动力的基础上,考虑摩擦力和系统的其他特征,开发一种简化的方法来模拟杆状结构的缆索-滑轮布放系统。研究过程中使用了理论力学、多体动力学、微分方程数值积分和计算机建模等方法。研究考虑了为杆件结构的缆索-滑轮布放系统建模开发简化方法的任务。建议通过计算缆索张力来确定节点驱动力,同时考虑摩擦力以及缆索-滑轮系统、缆索和滑轮的其他特征。为开发缆索-滑轮布放系统模型,选择了一个杆系统作为研究对象,它代表了反射器可变换支撑桁架的两个部分。每个部分都由横截面为管状的对角杆和水平杆组成。这些部分通过铰链单元相互连接。该结构通过上下两根缆绳展开,缆绳穿过滑轮,由电机张紧。由于缆绳和滑轮之间存在静摩擦力和压力,通过将缆绳拉力传递给结构来实现展开力。由于设计的复杂性,为了在开源软件包中进一步实施该模型,进行了一些简化。在借助缆索模拟杆状结构部署时,开发了一种节点驱动力计算简化方法。计算了缆索的张力、伸长、松弛和中性长度,以及从缆索传递到滑轮的力与时间的函数关系。利用这些数据,模拟了在缆索速度恒定的情况下杆式结构的展开。结果表明,可以根据缆索的特性和拉力来控制拉杆系统的布放时间和速度。所提出的方法使用开源软件实现,具有建模灵活性,减少了模型开发和运行时间。
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Modeling cable-pulley deployment systems of transformable rod structures
The aim of this article is to develop a simplified method for modeling cable-pulley deployment systems of rod structures based on the calculation of cable tensions and nodal driving forces with account for friction and other features of the system. Methods of theoretical mechanics, multibody dynamics, numerical integration of differential equations, and computer modeling were used during the research. The task of developing a simplified approach to modeling cable-pulley deployment systems for rod structures is considered. It is proposed to determine nodal driving forces by calculating cable tensions with account for friction and other features of the cable-pulley system, cables, and pulleys. To develop a model of cable-pulley deployment system, a rod system was chosen as the research object, which represents two sections of the transformable support truss of a reflector. Each section consists of diagonal and horizontal rods with tubular cross-sections. The sections are interconnected by hinge units. The structure is deployed using an upper and a lower cable, which pass through pulleys and are tensioned by an electric motor. The deploying forces are implemented by transferring the cable tension forces to the structure due to static friction and pressure between the cables and the pulleys. For further implementation of the model in an open-source software package, some simplifications were made due to the complexity of the design. A simplified method was developed for nodal driving force calculation in simulating rod structure deployment with the help of cables. The tensions, elongations, slacks, and neutral length of the cables and the forces transmitted from the cables to the pulleys were calculated as a function of time. Using them, the deployment of a rod structure was simulated for a constant cable speed. The results make it possible to control the rod system deployment time and rate depending on the characteristics and tension forces of the cables. The proposed approach is implemented using open-source software, and it provides modeling flexibility and reduces the model development and run time.
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