Shape and force control of cable structures with minimal actuators and actuation

被引:14
作者
Saeed N.M. [1 ,2 ]
Manguri A.A.H. [1 ,3 ]
Adabar A.M. [2 ,4 ]
机构
[1] Civil Engineering Department, University of Raparin, Kurdistan Region, Rania
[2] Civil Engineering Department, Tishk International University, Kurdistan Region, Erbil
[3] Faculty of Civil and Environmental Engineering, Gdansk University of Technology
[4] Mathematics Department, University of Raparin, Kurdistan Region, Rania
关键词
actuation; cable structures; optimization; prestress; Shape control; stress control;
D O I
10.1177/09560599211045851
中图分类号
学科分类号
摘要
Shape adjustment and stress control can be considered as one of the effective parameters in prestressed cable structures since such structures are widely constructed nowadays due to their characteristics. The assembly errors and applied loads hugely affect the cables’ nodal positions and stress due to their delicacy. The former could disturb the shape, which affects the appearance and the function of the structure. In contrast, the latter may increase the stress in some cables above the upper limit or induce slack in some others. Accordingly, a technique has been proposed that combined fmincon optimization that relies on four different algorithms with a controlling approach based on the force method. The presented method aims to minimize the total amount of actuation and miniaturize the number of actuators. The targets of previously confirmed techniques can be obtained with less actuation and fewer actuators by using the current technique. Based on the verified examples, the advantage of the current approach over the quoted methods is up to 55% and 37% in terms of the number of actuators and the total amount of actuation, respectively. © The Author(s) 2021.
引用
收藏
页码:241 / 248
页数:7
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