单圆管纯扭耗能的位移型金属阻尼器——理论及试验研究

DISPLACEMENT-TYPE METALLIC DAMPER BASED ON PURE TORSIONAL ENERGY DISSIPATION OF SINGLE TUBE: THEORY AND EXPERIMENT

  • 摘要: 该文设计了一种基于扭转屈服耗能的位移型金属阻尼器。该阻尼器设计为菱形造型,利用空间反对称的构型实现了单圆管纯扭耗能;当阻尼器两端存在相对直线位移时,金属圆管两端将产生等大反向的扭矩,当其进入塑性后就开始耗能,并在阻尼器两端产生相应阻尼力。对该阻尼器的基本力学特性进行了分析,基于双线性弹塑性假设推导了初始刚度和屈服荷载的理论表达式,并考虑了连杆等结构和连接刚度的影响。还基于几何大变形分析了该阻尼器的拉压不平衡系数,表明其能在较大范围内保持拉压平衡。基于理论表达式设计制造了屈服荷载16 t、设计位移±40 mm的菱形金属阻尼器样机,并通过往复加载试验对其力学性能、疲劳性能进行了测试。将试验测得的骨架曲线、基于Chaboche随动强化模型的有限元仿真结果以及本文理论推导的骨架曲线进行对比,结果表明建立的理论模型与仿真和试验结果基本吻合,能够用于指导阻尼器的设计。对试验样机在延性系数12.5的加载幅下进行了60个循环疲劳试验,滞回曲线始终饱满,阻尼器未发生破坏,表明该阻尼器具有良好的疲劳性能。进一步,推导了在给定屈服荷载时,设计剪应变与扭管长度、内外径比等的关系表达式,给出了扭转耗能的位移型金属阻尼器先屈服设计、后疲劳设计的解耦设计流程和理念,这一特性使其相比传统弯曲屈服型或轴向屈服型阻尼器更具优势。

     

    Abstract: This paper presents the design of a displacement-type metal damper that utilizes torsional yield energy dissipation. The damper features a diamond-shaped configuration, employing a spatially asymmetric structure to achieve pure torsional energy dissipation through a single circular tube. When relative linear displacements occur at both ends of the damper, equal and opposite torques are generated at the extremities of the metal tube; once it enters the plastic deformation stage, energy dissipation commences, resulting in corresponding damping forces at both ends. The fundamental mechanical properties of this damper are thoroughly analyzed, and theoretical expressions for initial stiffness and yield load are derived based on bilinear elasto-plastic assumptions while accounting for linkage structures and connection stiffness effects. An analysis of geometric large deformations is conducted to evaluate the lateral unbalance coefficient of the damper, demonstrating its capability to maintain equilibrium over an extensive range. A prototype diamond-shaped metal damper with a yield load capacity of 16 tons has been manufactured according to these theoretical expressions and is designed for displacements up to ±40 mm. Its mechanical performance and fatigue characteristics are assessed through cyclic loading tests. A comparison among experimental skeleton curves, finite element simulation results based on Chaboche kinematic hardening model and theoretically derived skeleton curves indicates that our established theoretical model aligns well with both simulation outcomes and experimental data, thereby providing valuable insights for future designs. Fatigue testing involving 60 cycles at a ductility factor of 12.5 reveals consistently full hysteresis loops without any damage occurring in the damper—indicating exceptional fatigue performance. We derive relationships between designed shear strain parameters such as torsion tube length and inner-to-outer diameter ratios under specified yield loads. This leads us to propose a decoupled design process for displacement-type metal dampers characterized by torsional yield energy dissipation—first focusing on yielding design followed by considerations related to fatigue—which offers significant advantages over traditional bending or axial yielding dampers.

     

/

返回文章
返回