Construction of an Algorithm for the Selection of Rigid Stops in Steel-Concrete Beams Under the Action of a Distributed Load

A. Petrov, A. Paliy, M. Pavliuchenkov, H. Tsyhanenko, Nadiia Khobot, Ivan Vysochin, O. Yurchenko, Oleksii Ovcharenko, D. Sopov, A. Paliy
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引用次数: 2

Abstract

An algorithm has been developed to select rigid stops in steel-concrete beams under the action of distributed load. Concrete is connected rigidly to a steel sheet in order to perform the joint operation of the concrete and steel sheet. Such a connection in the beam is provided by rigid stops that prevent shifting efforts in the concrete and steel contact area. The efforts are determined through the turning angles between the two adjacent sections of the beam. A graph-analytical method for determining movements is used to determine the turning angles. In determining the deformations of a steel-concrete beam, the calculation is based on the reduced rigidities of cross-sections. The purpose of this study is to optimize the structure of a steel-concrete beam by selecting the rational number and arrangement of rigid stops. This optimization would allow a more rational utilization of the structure's material ‒ concrete and steel. That would reduce the cost of operations and the quantity of materials required in the production, installation, and operation of the considered structures. An earlier proposed algorithm for the selection of rigid stops in steel-concrete beams under the action of a concentrated force has been expanded for the case of an evenly distributed load. When selecting the number of rigid stops, it is assumed that the magnitude of the distributed load acting on a beam, the mechanical characteristics of materials (steel and concrete), as well as the span of the beam and the size of its cross-section, are kNown. In contrast to the beams with a concentrated force in the middle, where the forces abide by a linear law, in the beams with an evenly distributed load the efforts in a steel strip change in line with a square parabola. Therefore, while the same step has been obtained for stops, it is not possible to achieve a situation at which efforts in all stops have the same value
分布荷载作用下钢-混凝土梁刚性止点选择算法的构建
提出了钢-混凝土梁在分布荷载作用下刚性止点的选择算法。混凝土与钢板刚性连接,以实现混凝土与钢板的联合作业。梁中的这种连接由刚性止水带提供,以防止混凝土和钢接触区域的位移努力。努力是通过梁的两个相邻部分之间的转角来确定的。采用确定运动的图形解析法确定转弯角度。在确定钢-混凝土梁的变形时,计算是基于截面的减刚度。本文研究的目的是通过合理选择刚性止水带的数量和布置来优化钢-混凝土梁的结构。这种优化将允许更合理地利用结构材料-混凝土和钢材。这将降低操作成本和生产、安装和操作所考虑的结构所需的材料数量。在荷载均布的情况下,对先前提出的钢-混凝土梁在集中力作用下的刚性止点选择算法进行了扩展。在选择刚性止点的数量时,假定作用在梁上的分布荷载的大小、材料(钢和混凝土)的力学特性以及梁的跨度和截面尺寸是已知的。与中间集中受力的梁的受力服从线性规律相反,在荷载均布的梁中,钢带内的受力呈正方形抛物线变化。因此,虽然各站都获得了相同的步长,但不可能实现所有站的努力值都相同的情况
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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