航空学报 > 2024, Vol. 45 Issue (23): 230370-230370   doi: 10.7527/S1000-6893.2024.30370

飞机折叠翼结构载荷飞行测量模型构建及应用

李俊(), 范华飞, 何发东, 李志蕊, 李文龙   

  1. 中国飞行试验研究院,西安 710089
  • 收稿日期:2024-03-11 修回日期:2024-04-29 接受日期:2024-06-05 出版日期:2024-12-15 发布日期:2024-06-17
  • 通讯作者: 李俊 E-mail:cfte_lj@163.com

Construction of flight measurement model for folding wing structural load of aircraft

Jun LI(), Huafei FAN, Fadong HE, Zhirui LI, Wenlong LI   

  1. Chinese Flight Test Establishment,Xi’an 710089,China
  • Received:2024-03-11 Revised:2024-04-29 Accepted:2024-06-05 Online:2024-12-15 Published:2024-06-17
  • Contact: Jun LI E-mail:cfte_lj@163.com

摘要:

针对飞机折叠翼结构载荷测量应变电桥在载荷校准地面试验中出现的严重非线性响应问题,基于折叠区域结构传力特性和结构载荷测量机理,以折叠分界面弯矩为状态变量,并以折叠段重力引起的弯矩为分界点载荷,建立了分段多元线性模型,给出了利用分段模型确定飞行测量载荷的方法,在某型飞机折叠翼载荷测量飞行试验中进行了验证。结果表明,通过分段模型得到的载荷更接近于实际承受的载荷,能够显著降低应变电桥非线性响应对折叠区域载荷测量的影响,提高载荷测量的精准度。在对称拉起机动的最大正载荷系数处,通过向下载荷模型得到的剪力和弯矩分别比分段模型小8.48%和11.13%。在对称推杆机动的最大负载荷系数处,通过向上载荷模型得到的剪力和弯矩分别比分段模型大14.87%和12.83%。该研究为解决翼面结构载荷测量应变电桥非线性响应问题提供了理论依据和工程方法。

关键词: 折叠翼, 结构载荷, 飞行测量, 应变电桥, 非线性响应, 分段模型, 载荷校准

Abstract:

Strain bridge for load measurement of aircraft folding wing structure will have serious nonlinear response problem in the load calibration ground test. Based on the structural force transmission characteristics and structural load measurement mechanism in the folding region, a piece-wise multivariate linear model is established, with the bending moment with respect to the folding boundary plane being taken as the state variable and the bending moment due to the gravity of the folding section as the boundary load. The method for determining flight measurement load by the piecewise model is presented. The flight test of load measurement of folding wing of a certain type of aircraft is conducted for verification. The results show that the load obtained by the piecewise model is closer to the actual load, and can significantly reduce the influence of the nonlinear response of the strain bridge on load measurement in the folding region and improve the accuracy of the load measurement. At the maximum positive load factor of the symmetric pull-up maneuver, the shear and bending moment obtained by the downward load model are 8.48% and 11.13% smaller than that obtained by the piecewise model, respectively. At the maximum negative load factor of the symmetric push-down maneuver, the shear and bending moment obtained by the upward load model are 14.87% and 12.83% larger than that obtained by the piecewise model, respectively. The research provides a theoretical basis and practical method for solving the nonlinear response problem of strain bridge for load measurement of the wing structure.

Key words: folding wing, structural load, flight measurement, strain bridge, nonlinear response, piecewise model, load calibration

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