Temperature correction method for load measurement of aircraft composite structures
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摘要:
针对温度对飞机复合材料结构载荷测量结果的严重影响问题,分析飞机结构载荷测量温度影响机理,建立包含应变电桥相对响应系数和热输出的温度修正模型,并分别给出相对响应系数和热输出与结构温度的通用关系模型。通过复合材料层压板和翼面盒段试验件的温度试验及温度-载荷组合试验对关系模型进行了验证,结果表明:在黏接剂温度特性满足要求的情况下,相对响应系数倒数与无量纲结构温度呈幂函数关系;热输出与结构温度变化量呈截距为0的三次多项式的关系。利用所建模型对某型飞机复合材料翼面结构载荷飞行测量结果进行了修正,修正后的压心相对变化最大值达到30.68%,显著提高了载荷测量的精准度,为飞机飞行载荷验证提供了可靠的数据。
Abstract:In view of the serious influence of temperature on load measurement results of aircraft composite structures, the influence mechanism of temperature on load measurement of aircraft structure was analyzed, and a temperature correction model including the relative response coefficient and thermal output of the strain bridge is established, and the general relation models of relative response coefficient and thermal output with structural temperature are given respectively. These relation models are verified by the temperature test and the temperature-load combined test of composite laminate coupons and the wing box test component. The findings indicate that, when the adhesive's temperature characteristics are met, the relationship between the thermal output and the structural temperature change is a cubic polynomial with zero intercept, and the reciprocal of the relative response coefficient is a power function of the dimensionless structure temperature. By using this technique, the flight measurement results of an aircraft's composite wing structure load can be corrected. The maximum relative change of the pressure center following modification is 30.68%, which greatly increases load measurement accuracy and yields trustworthy data for aircraft flight load verification.
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表 1 层压板试验件种类和数量
Table 1. Type and quantity of laminate coupons
铺层编号 拉伸件数量 压缩件数量 剪切件数量 合计/件 A1 6 6 6 18 A2 6 6 6 18 A3 6 6 6 18 A4 6 6 6 18 A5 6 6 6 18 A6 6 6 6 18 A7 6 6 6 18 A8 6 6 6 18 表 2 应变电桥安装工艺方案
Table 2. Technology scheme for installation of strain-gage bridge
工艺方案 应变计 黏接剂 电桥类型 Ⅰ H A 全桥 Ⅱ H A 半桥 Ⅲ H B 全桥 Ⅳ Z A 全桥 Ⅴ Z B 全桥 Ⅵ M C 半桥 表 3 应变电桥热输出与结构温度变化量的三次多项式拟合结果
Table 3. Results of cubic polynomial fitting between thermal output of strain bridge and structural temperature change
试验件
类型温度范围 工艺
方案电桥数 $ {R}^{2} $≥0.9的
电桥占比/%$ {R}^{2} $<0.9的
电桥占比/%响应小 响应异常 层压板 室温~−50℃ Ⅰ 144 95.83 2.78 1.39 Ⅳ 143 93.71 4.90 1.40 室温~65℃ Ⅰ 123 94.31 4.88 0.81 Ⅳ 123 92.68 3.25 4.07 盒段件 室温~−50℃ Ⅰ 4 100.00 Ⅱ 11 100.00 Ⅲ 20 100.00 Ⅴ 15 100.00 Ⅵ 12 83.33 16.67 室温~65℃ Ⅰ 4 100.00 Ⅱ 11 100.00 Ⅲ 19 84.21 15.79 Ⅴ 15 80.00 20.00 Ⅵ 12 100.00 表 4 剪力方程中应变电桥的相对响应系数及方程检验误差
Table 4. Relative response coefficients of strain bridge in shear equation and check error of equation
温度/℃ 应变电桥相对响应系数${\alpha }_{\text{t}i} $ 检验误差/% HW QW HJ QJ 修正前 修正后 −55 0.9845 0.9594 0.9347 0.9426 5.00 0.92 70 1.0114 1.0019 1.0354 1.0301 3.69 0.60 表 5 实测载荷及其修正结果
Table 5. Measured loads and their Correction results
载荷
情况剪力 弯矩/m 压心/m 修正后
剪力修正后
弯矩/m修正后
压心/m压心相对
变化/%J1 0.0716 0.2895 4.04 0.0755 0.3300 4.37 8.17 J2 0.1682 0.6728 4.00 0.1721 0.7123 4.14 3.50 P1 − 0.0051 − 0.0090 1.76 − 0.0043 − 0.0099 2.30 30.68 P2 − 0.0109 − 0.0217 1.99 − 0.0101 − 0.0227 2.25 13.07 P3 0.0056 0.0154 2.75 0.0064 0.0145 2.27 −17.45 C1 0.0251 0.0576 2.29 0.0241 0.0601 2.49 8.73 C2 − 0.0196 − 0.0533 2.72 − 0.0205 − 0.0508 2.48 −8.82 -
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