DYNAMIC LOADS IN ELASNIC ELEMENTS/ROPES OF CONSTRUCTION CRANES ANALYSIS AND OPTIMIZATION

Q4 Social Sciences
Y. Chovnyuk, Petro Cherednichenko, V. Kravchyuk, O. Ostapushchenko, I. Kravchenko
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引用次数: 0

Abstract

In the study, an analysis of the dynamic model of construction cranes’ load lifting mechanism, proposed by professor Loveikyn V.S. and others, was carried out. In order to determine the dynamic loads in the elastic rope, a dynamic model is used, in which all sections of the shafts are considered rigid, and only the cable is elastic. Bringing the engine rotor masses, brake pulley, gears, drum and load to the rope branchers that are wound on the drum, allows the original complex multi-mass tech-nical system to be reduced to a simplified (two-mass) crane lifting mechanism dynamic model, which is comprehensively and in detail analyzed in transition-type modes (for example, in the start-up mode).  An established and substantiated criterion for the movement quality of the hoisting crane load mechanism, at which rope system dynamic stresses are minimized in the starting mode, as well as the dynamic coefficient for different ways of lifting the load: 1) “from the weight”; 2) “with a pick up”/ “from the base” − typical during cranes real work in cargo lifting/lowering operations (loading and unloading).  Classical variational calculus methods usage (Euler-Poisson equation) allows to determine the conditions, according to which the above-mentioned criterion for the movement quality of the load lifting mechanism can be implemented. The movements laws of the load cargo and the drive crane mechanism are also defined, as well as law of dynamic coefficient change in time, for which there is no oscillation nature of time dependence, and the specified time functions have a mono-tonically growing character over time. The results obtained in the work allow (when using mechatronic control systems for the cargo lifting process) prevent overloading of the crane rope system and possible emergency situations, which lead to breaks in the elastic elements of the load lifting mechanisms (i.e. ropes), and also clarify and improve the existing engineering methods of similar complex technical systems calculations in their real operation modes. 
工程起重机弹性元件/索的动载荷分析与优化
本研究对Loveikyn V.S.教授等人提出的建筑起重机起重机构动力学模型进行了分析。为了确定弹性绳中的动载荷,使用了一种动态模型,其中轴的所有部分都被认为是刚性的,只有索是弹性的。将发动机转子质量、制动皮带轮、齿轮、卷筒、载荷等纳入卷筒上缠绕的绳支,将原来复杂的多质量技术系统简化为简化的(双质量)起重机起重机构动力学模型,并在过渡模式(如启动模式)下进行了全面、详细的分析。建立了在起动模式下绳系动应力最小的起重起重机载荷机构运动质量判据,以及不同起重方式下的动力系数:1)“离重”;2)“带起重装置”/“从底座起重”—起重机在货物起重/下降作业(装卸)中的实际工作中很常见。使用经典变分微积分方法(欧拉-泊松方程)可以确定实现上述起重机构运动质量判据的条件。定义了载重货物和驱动起重机机构的运动规律,以及动力系数随时间的变化规律,该规律不具有时间依赖性的振荡性质,规定的时间函数随时间呈单调增长特征。研究结果允许(在使用机电控制系统进行货物起重过程时)防止起重机绳索系统超载和可能发生的紧急情况,从而导致起重机构(即绳索)的弹性元件断裂,并在其实际运行模式下澄清和改进现有的类似复杂技术系统计算的工程方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
European Journal of Spatial Development
European Journal of Spatial Development Social Sciences-Urban Studies
CiteScore
0.90
自引率
0.00%
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0
审稿时长
40 weeks
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