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Improving the Reliability of Measuring Critical Buckling Load in Sway Mode Frames

机译:提高摇摆模式框架中测量临界屈曲载荷的可靠性

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摘要

In the present study a method for improving the reliability of measuring the elastic critical buckling load of sway frames is proposed. The critical load is obtained by extrapolating the dependence between the lateral stiffness and vertical load that acts on the frame up to zero value of the lateral stiffness. The reliability is improved by planning of testing procedure and nearing the testing load to the buckling one. The testing procedure includes planning and correction of the lateral load during the experiments in order to avoid plastic deformations under high vertical loads. Theoretical dependence of lateral stiffness on the vertical load is obtained considering the stiffness in connections between the frame elements is found. Errors due to extrapolation, limited measurements' quantity and measuring accuracy are considered. The theoretical results are further verified experimentally for various elements connection schemes. It is shown that using linear extrapolation of the dependence between lateral stiffness and vertical load provides high accuracy. Moreover, it's determined that increasing the maximum testing load decreases the difference between the experimental and analytical values of the buckling load. Therefore the proposed method can be successfully used for testing sway frames in laboratory and real conditions.
机译:在本研究中,提出了一种提高测量摇摆框架弹性临界屈曲载荷的可靠性的方法。临界载荷是通过外推横向刚度和作用在框架上的垂直载荷之间的相关性而获得的,直至横向刚度的值为零。通过计划测试程序并接近屈曲的测试负载来提高可靠性。测试程序包括在实验过程中对侧向载荷进行计划和校正,以避免在高垂直载荷下发生塑性变形。考虑到框架构件之间的连接处的刚度,获得了横向刚度对垂直载荷的理论依赖性。考虑由于外推,有限的测量数量和测量精度引起的误差。对于各种元件连接方案,理论结果在实验上得到了进一步验证。结果表明,使用线性外推法对侧向刚度和垂直载荷之间的依赖关系可提供高精度。此外,已确定增加最大测试负载会减小屈曲负载的实验值与分析值之间的差异。因此,所提出的方法可以成功地用于在实验室和实际条件下测试摇摆框架。

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