航空学报 > 2025, Vol. 46 Issue (21): 532391-532391   doi: 10.7527/S1000-6893.2025.32391

中国飞机强度研究所建所 60 周年专刊

反曲加筋壁板筋条终止端承载能力研究

常楠, 范帅杰(), 刘伟先, 陈振勇   

  1. 中国航空工业集团公司成都飞机设计研究所,成都 610041
  • 收稿日期:2025-06-09 修回日期:2025-06-18 接受日期:2025-07-10 出版日期:2025-07-29 发布日期:2025-07-25
  • 通讯作者: 范帅杰 E-mail:fansj010@avic.com

Load-bearing capacity of bar termination ends of reverse curvature reinforced wall panels

Nan CHANG, Shuaijie FAN(), Weixian LIU, Zhenyong CHEN   

  1. AVIC Chengdu Aircraft Design & Research Institute,Chengdu 610041,China
  • Received:2025-06-09 Revised:2025-06-18 Accepted:2025-07-10 Online:2025-07-29 Published:2025-07-25
  • Contact: Shuaijie FAN E-mail:fansj010@avic.com

摘要:

现代高性能战斗机受总体布置影响,机体外形常出现诸多反曲曲面。当反曲加筋壁板承受面外弯曲载荷时,筋条终止端与蒙皮之间呈现出明显的剥离倾向,而反曲的几何特征进一步加剧了这一问题。筋条终止端的结构刚度发生突变会导致显著的应力集中现象,进而引发筋条与蒙皮界面间的脱粘问题,降低结构的初始损伤载荷。提出6种不同反曲加筋壁板筋条终止端设计构型,进行四点弯曲加载测试。结果表明:左加筋壁板筋条终止端采用端头隔离可以降低结构工艺敏感性,初始损伤载荷提高20%左右,载荷的分散性降低;在筋条终止端附近增加底板或者增厚L腿均能显著提高极限破坏载荷,提升幅度分别为39.78%和58.28%。

关键词: 筋条终止端, 端头隔离, 反曲加筋壁板, 四点弯曲, 选型试验

Abstract:

Modern high-performance fighter aircraft are affected by the overall arrangement, and many anti-curved surfaces often appear in the fuselage shape. When the anti-curved reinforced wall panels are subjected to out-of-plane bending loads, there is an obvious tendency of peeling between the termination ends of the bars and the skin, which is further exacerbated by the geometrical characteristics of the anti-curved surfaces. The sudden change in structural stiffness at the termination end of the bars leads to a significant stress concentration phenomenon, which in turn triggers the debonding problem between the bar-skin interface, resulting in a reduction of the initial damage load of the structure. Six different design configurations of the termination end of the bar of a reverse curvature reinforced wall panels are proposed, and four-point bending loading tests are carried out. The results show that the use of end isolation at the termination end of the bar of a left-reinforced wall panel can reduce the sensitivity of the structural process, improve the initial damage load by about 20%, and reduce the dispersion of the load. The addition of a base plate near the termination end of the bar or the thickening of the L-legs significantly can improve the ultimate damage load by 39.78% and 58.28% respectively.

Key words: bar termination end, end isolation, reverse curvature reinforced wall panels, four-point bending, selection test

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