低屈服点钢沙漏形钢棒阻尼器力学性能研究

STUDY ON MECHANICAL PROPERTIES OF STEEL HOURGLASS-TYPE DAMPER WITH LOW YIELD POINT

  • 摘要: 由LYP225低屈服点钢材制成的沙漏型钢棒阻尼器(LYP225-HBD)可用作结构中的耗能元件,以有效增强结构的地震耗能能力,最大限度地减少主要结构构件的地震损伤。对两个LYP225-HBD试件进行了低周往复加载试验。LYP225-HBD表现出稳定、饱满的滞回曲线和出色的耗能能力;在滞回和疲劳加载过程中,阻尼器的破坏主要表现为耗能段裂纹发展引起的断裂;经过11倍屈服位移循环加载30圈后,仍能正常工作;在疲劳加载过程中,各项疲劳性能指标均满足相关规范要求;建立的初始刚度及屈服承载力计算公式与试验结果吻合较好,为LYP225-HBD的初步设计和参数优化提供了支持。利用ABAQUS建立了有限元分析模型,并通过试验验证了模型的准确性,对15个LYP225-HBD模型进行了参数分析。结果表明:LYP225-HBD的形状显著影响其承载能力、耗能能力和失效模式;随着耗能段内外径之比的增加,耗能段塑性发展区域减小,耗能能力降低,超强系数增大,建议内外径之比取0.45~0.55;随着耗能段长径比的增加,LYP225-HBD的承载力、刚度退化系数和耗能能力逐渐降低,建议长径比不超过4.75。该文的研究结果可为LYP225-HBD在建筑结构中的实际应用提供了参考。

     

    Abstract: The hourglass steel rod damper made of LYP225 low-yield-point steel (LYP225-HBD) serves as an energy dissipation component in a structure to effectively enhance the seismic energy dissipation capacity of the structure and minimize the seismic damage of the main components of the structure. Initially, low-cycle reciprocating loading tests were conducted on two LYP225-HBD specimens. The LYP225-HBD exhibited stable, robust hysteresis curves, and remarkable energy dissipation capabilities. In the process of hysteresis and fatigue loading, the failure of the damper is mainly caused by the fracture due to the crack development of the energy dissipation section. Even after 30 cycles of loading at 11 times the yield displacement, the damper continues to function normally. All fatigue performance indicators met the relevant specifications in the fatigue loading process. The calculated formulae for initial stiffness and yield-bearing capacity aligned well with the experimental results, supporting the preliminary design and parameter optimization of LYP225-HBD. Using ABAQUS, a finite element analysis model was established, and its accuracy was validated through experimentation, with parameter analysis conducted on 15 LYP225-HBD models. The results indicate that the shape of LYP225-HBD significantly affects its bearing capacity, energy dissipation capability, and failure mode. As the ratio of the inner and outer diameters of the energy dissipation segment increases, the plastic development zone of the energy dissipation segment decreases, the energy dissipation capability diminishes, and the super-strong coefficient increases. It is recommended that the inner-to-outer diameter ratio be in the range of 0.45 to 0.55. With an increase in the length-to-diameter ratio of the energy dissipation segment, the bearing capacity, stiffness degradation coefficient, and energy dissipation capability of LYP225-HBD gradually decrease. The length-to-diameter ratio should be at most 4.75. The research results of this study can provide a reference for the practical application of LYP225-HBD in building structures.

     

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