Research of Dynamic Characteristics in Milling of Thin-walled Parts Under Moving Boundary Constraint
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摘要: 针对薄壁件铣削过程工件约束边界复杂及动特性难预测等问题, 创新性的提出了接触移动边界约束的概念, 深入研究了接触移动边界约束对系统动特性的影响规律。首先, 建立了考虑刀-工接触移动边界约束作用的薄板切削过程动力学模型, 提取刀-工接触区域, 分析了接触刚度力和阻尼力与接触参数的复杂影响关系。其次, 预测了任意接触移动边界约束作用的薄板动态响应, 形成了更为全面地任意边界约束选择方案, 包括接触移动边界条件和经典边界条件。基于薄板理论建立系统运动学方程, 综合考虑包括移动边界约束产生的能量项、常规任意边界约束产生的能量项以及薄板变形产生的能量项的组合。最后, 通过不同案例以及有限元法, 与现有文献中的数值、解析和实验等方法获得的结果作了大量对比, 证明了本文提出方法的准确性。结果表明, 接触移动约束效应对系统动态特性的影响不可忽视。Abstract: In view of the complexity of the workpiece constraint boundary and the difficulty of predicting the dynamic characteristics in the milling of thin-walled parts, the moving contact boundary constraint (MCC) was proposed, and the influence of MCC on the dynamic characteristics of the system was studied in detail. Firstly, a dynamic model for thin plate cutting was established considering the constraint of tool-worker contact moving boundary, and the tool-worker contact region was extracted, and the complex relationship between the contact stiffness and damping force and the contact parameters was analyzed. Secondly, the dynamic response of the thin plate under arbitrary MCC is predicted, and a more comprehensive selection scheme for arbitrary boundary constraints is formed, including contact moving boundary conditions and classical boundary conditions. The kinematic equation of the system is established based on the thin plate theory, and the combination of the energy term generated by MCC, conventional arbitrary boundary constraint and thin plate deformation is considered comprehensively. Finally, a large number of results via numerical, analytical and experimental methods in existing literature are compared with that under different cases and via finite element method to prove the accuracy of the present method. The results show that the effect of the contact movement constraint on the dynamic characteristics of the system cannot be ignored.
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表 1 不同边界约束的弹簧系数组合
Table 1. Combination of spring coefficients with different boundary constraints
约束方式 边界1 边界2 边界3 边界4 Mv kct
kcrkct
kcrkct
kcrkct
kcrkct
kcrF kt
kr0
00
00
00
0S kt
kr∞
0∞
0∞
0∞
0C kt
kr∞
∞∞
∞∞
∞∞
∞G kt
kr0
∞0
∞0
∞0
∞表 2 梁-板的几何及物理参数
Table 2. Geometric and physical parameters of beam-plate
参数 数值 参数 数值 长度L/m 0.103 60 密度ρ/(kg·m-3) 10 686.9 宽度W/m 0.006 35 弹性模量E/GPa 206.8 厚度h/m 0.006 35 泊松比υ 0.29 表 3 不同移动速度下的动态放大系数的对比
Table 3. Comparison of dynamic amplitude factor with different moving velocity
表 4 不同接触刚度的局部约束边界条件
Table 4. Boundary conditions of local constraints for different contact stiffness
案例 a b c d 接触刚度KC/(N·m-1) 103 105 107 109 局部约束边界(y=W) x=0-L, x=0-L/2, x=L/2-L 表 5 方形板的几何及物理参数
Table 5. Geometric and physical parameters of square plate
长度L/m 宽度W/m 厚度h/m 密度ρ/(kg·m-3) 弹性模量E/GPa 泊松比υ 1 1 0.065 5 7 850 200 0.3 表 6 薄板前10阶固有频率
Table 6. First ten natural frequencies of thin plate
Hz 本文方法 有限元法 不考虑刀工接触约束 阶数 x1 x2 x3 x4 x1 x2 x3 x4 1 253.48 436.57 337.70 254.05 250.48 433.57 337.70 254.05 147.87 2 482.47 498.76 601.10 502.67 478.47 495.76 601.10 502.67 427.04 3 779.13 1 038.96 1 006.73 1 001.28 773.13 1 036.96 1 006.73 1 001.28 597.94 4 1 223.58 1 566.24 1 453.80 1 395.21 1 220.58 1 563.24 1 453.80 1 395.21 1 000.45 5 1 390.86 1 742.55 1 806.74 1 720.70 1 386.86 1 742.55 1 806.74 1 720.70 1 352.74 6 1 696.17 1 829.70 1 884.31 1 840.73 1 692.17 1 829.70 1 881.31 1 840.73 1 631.89 7 2 022.87 2 396.55 2 385.69 2 358.17 2 019.87 2 396.55 2 381.29 2 358.17 1 808.63 8 2 177.60 2 917.42 2 919.46 2 933.91 2 173.60 2 917.42 2 916.46 2 933.91 2 267.03 10 2 695.69 3 241.95 3 221.78 3 209.80 2 691.69 3 241.95 3 221.78 3 209.80 2 410.25 -
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