钢架压缩构件应力变形状态的调节

Myron Hоhоl, M. Kotiv, I. Peleshko, Dmytro Sydorak
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引用次数: 0

摘要

本文研究了钢框架受压构件在全荷载作用下的应力-应变状态规律。提出通过合理调节配筋单元的应力-应变状态,对不同端部加载偏心的此类单元进行配筋。结果表明,采用SDS调整可以提高机架的承载能力,降低机架的变形性和焊缝。提出了新的SDS监管技术和可能的建设性决策。数值实验表明,该方法在金属框架系统的重建和加固中具有较高的应用效率。SDS监管方法的实施证实了其有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
REGULATION OF STRESS-DEFORMED STATE IN COMPRESSED ELEMENTS OF STEEL FRAMES
The article is devoted to the regulation of the stress-strain state in the compressed elements of steel frames under full operating load. It is proposed to perform reinforcement of such elements with different end eccentricities of load application by rational regulation of the stress-strain state in the reinforcement elements. It is shown that the use of SDS adjustment for frame racks increases their bearing capacity and reduces deformability and welds. The new proposed technology of SDS regulation and possible constructive decisions are offered. Numerical experiment revealed high efficiency of application of the proposed solutions during the reconstruction and reinforcement of the metal frame system. The implementation of the proposed method of SDS regulation confirmed its effectiveness.
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