钢组合桁架计算规范方法分析

Myron Ноhоl, I. Peleshko, Oleksii Petrenko, Dmytro Sydorak
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引用次数: 3

摘要

本文对组合钢桁架的应力变形状态(SDS)的计算规律进行了研究,以减小结构部分的受力而增加其他部分的受力,从而设计出受力均匀的结构体系。结果表明,采用SDS调节计算方法,可使钢耗降低34%。提出了四种SDS调节计算方法。给出了组合结构的优点:材料的集中和低单元设计的可能性。如算例所示,对于质量的定量判据,可以合理地使用最大变形势能。给出了杆承重钢结构压缩拉伸单元和压缩弯曲单元最大势能的计算关系式。
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ANALYSIS OF CALCULATION REGULATION METHODS IN STEEL COMBINED TRUSSES
The article is devoted to the calculated regulation of the stress deformation state (SDS) of combined steel trusses, which allows to reduce the efforts in some sections of the structure by increasing the efforts in other and design evenly stressed structures as the most rational systems. It is shown that the calculated method of SDS regulation makes it possible to reduce steel consumption by up to 34%. Four methods of calculated SDS regulation are proposed. The advantages of combined structures are given: the concentration of materials and the possibility of designing them as low-element. As shown in the example, for the quantitative criterion of quality it is possible to use rationally the maximum potential energy of deformation. Dependences for calculation of the maximum potential energy of compressed stretched, and compressed-bent elements of rod-bearing steel structures are given.
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