Nonlinear dynamic forced response method with dry friction applied to shrouded turbine blades
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摘要:
带冠涡轮叶片减振分析中为获得与高循环疲劳相关的应力结果,通过模型减缩,采用谐波平衡法和时频转换法,结合谐响应分析,求解考虑干摩擦作用的非线性稳态强迫应力响应,形成适用于工程设计的带冠涡轮叶片干摩擦非线性应力响应分析方法。针对锯齿冠涡轮叶片,获得了不同激振力下不同初始正压力下的位移和应力共振响应。结果表明:初始正压力的增加,将引起幅频响应曲线典型的“歪头”特征和软特性;在相同激振力下,共振位移幅值随初始正压力的增大呈现先减小后增大的趋势;在相同正压力下,随激振力增大,位移响应幅值呈现先快速增长后趋于稳定的趋势;1阶模态参与系数远大于其他阶次,说明叶片振动主要是单阶模态;叶身在指定载荷下的最大振动应力为118.94 MPa。
Abstract:To obtain the stress results related to high cycle fatigue in the vibration-suppression design of shrouded turbine blades, a design method for the dry friction nonlinear stress response analysis of shrouded turbine blades was built by solving the nonlinear steady-state forced response with dry friction through reduced order model, harmonic balance method and alternating frequency-time method. The resonant responses under different initial normal forces and excitations were obtained for the zig-zag shroud turbine blade. The results indicated that an increase in initial normal force could cause typical "tilting" and soft characteristics in amplitude frequency response function. Under the same exciting force, the resonance amplitude showed a trend of first decreasing and then increasing with the increase of initial normal force. Under the same normal force, as the exciting force increased, the response amplitude showed a trend of first rapidly growing and then stabilizing. The first-order mode participation coefficient was much higher than the others, indicating that the vibration of shrouded blades was mainly represented by the first-order mode. Maximum resonance stress with nonlinear contact forces of shrouded turbine blade body was 118.94 MPa.
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表 1 干摩擦响应分析所需接触模型参数
Table 1. Contact parameters required for dry friction response analysis
参数 数值 摩擦因数 0.3 初始接触正压力/N 0~450 接触刚度kt /106 (N/m) 1 表 2 锯齿冠叶片无减缩与减缩模型固有频率
Table 2. Natural frequencies of whole and reduced order models for shrouded blade
阶次 固有频率/Hz 频率差/% 无减缩模型 减缩模型 1 519.44 519.55 0.02 2 1394.40 1395.52 0.08 3 1962.90 1966.43 0.18 4 2469.50 2474.86 0.22 5 4095.40 4106.96 0.28 6 5544.50 5588.02 0.78 7 7234.90 7278.30 0.60 8 7978.90 8065.40 1.08 9 11075.00 11307.70 2.10 10 11978.00 12149.39 1.43 表 3 不同初始正压力共振时的归一化主模态坐标
Table 3. Normalized modal coordinates for different initial normal forces
% 主模态阶次 初始正压力/N 9 135 450 1 100 100 100 2 4.02 2.71 4.02 3 6.89 6.95 6.89 4 5.31 5.06 5.31 5 2.81 3.12 2.81 6 2.08 1.99 1.99 7 0.89 0.98 0.98 8 0.83 0.79 0.79 9 0.24 0.26 0.25 10 0.04 0.05 0.06 -
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