考虑到钢筋混凝土非线性运行的整体建筑结构计算

T. Ksenofontova, O.V. Mareeva, A.S. Verkhoglyadova
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引用次数: 0

摘要

目前,由钢筋混凝土制成的建筑物和结构通常是根据材料的线性工作假设进行设计的。然而,根据现代标准的要求,有必要在计算中考虑混凝土和钢筋的非线性作用。在文章介绍的研究中,以一栋带有墙体结构系统的建筑为例,考虑了钢筋混凝土的物理非线性对其结构运行的影响。研究结果表明,由于非线性运行,影响裂缝强度和宽度的计算力有可能减少,从而减少钢筋消耗量。此外,当考虑到天花板和墙壁屈服应力区的加固工作时,可能会形成需要加固的局部塑性区域,这在线性计算中是不固定的。计算在 LIRA-CAD 2021 软件包中进行。计算结果表明,考虑到钢筋混凝土的非线性作用,在计算建筑物楼层时,与线性计算相比,可减少约 (3 - 30) % 的设计工作量;相反,考虑到钢筋混凝土的物理非线性作用,在计算墙壁时,内力在某些情况下会增加一倍以上。考虑到钢筋混凝土工程的物理非线性,还能更正确地评估楼板挠度。
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Calculation of monolithic buildings structures taking into account the nonlinear operation of reinforced concrete
Buildings and structures made of reinforced concrete are currently designed, as a rule, under the assumption of linear work of the material. However, in accordance with the requirements of modern standards, it is necessary to take into account the nonlinear operation of concrete and reinforcement in calculations. In the research presented in the article, using the example of a building with a wall structural system, the influence of taking into account the physical nonlinearity of reinforced concrete on the operation of its structures was considered. It was received that due to the nonlinear operation, there is a prospect of a possible reduction in the calculated forces affecting the strength and width of crack opening, and, consequently, the reinforcement consumption. In addition, when taking into account the work of reinforcement in the zone of yield stresses in ceilings and walls, local plastic areas may form that require reinforcement, which are not fixed in linear calculations. The calculations were performed in the LIRA-CAD 2021 software package. The results of the calculations showed that taking into account the nonlinear operation of reinforced concrete when considering the floors of a building allows reducing the design efforts compared to calculations performed in a linear formulation by about (3 - 30)%, and when calculating walls, on the contrary, taking into account the physical nonlinearity of reinforced concrete, internal forces increase in some cases more more than twice. Taking into account the physical nonlinearity of reinforced concrete work also leads to a more correct assessment of floor deflections.
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