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飞机U型铆接构件不同加载角度下失效特性试验及数值模型研究

牟浩蕾 张经纬 赵一帆 解江 冯振宇

工程科学与技术2025,Vol.57Issue(2):148-158,11.
工程科学与技术2025,Vol.57Issue(2):148-158,11.DOI:10.12454/j.jsuese.202300412

飞机U型铆接构件不同加载角度下失效特性试验及数值模型研究

Experimental and Numerical Study of Failure Characteristics of Aircraft U-shaped Riveted Components Under Different Loading Angles

牟浩蕾 1张经纬 2赵一帆 2解江 1冯振宇1

作者信息

  • 1. 中国民航大学 科技创新研究院,天津 300300
  • 2. 中国民航大学 中欧航空工程师学院,天津 300300
  • 折叠

摘要

Abstract

The failure of connecting components is one of the primary failure forms for transport aircraft under impact loads.For U-shaped riv-eted components,the failure characteristics under different loading angles(pure pull,30°,45°,60°,and 90° pure shear)are studied using test and simulation methods,and the influence of varying thicknesses of U-shaped riveted components and loading angles on the failure characteristics is revealed.Bilinear element models(beam element,hexahedron element,4-hexahedron cluster element,and 8-hexahedron cluster element)based on peak load failure are established.The SPR2 constraint element model is also developed,and a numerical model of rivets is obtained,which can be applied to aircraft crashworthy simulation.The results indicated that the rivet pull-out load transitions to the rivet shear load with increasing loading angles,and the rivet head pull-out failure changes to rivet rod shear failure.The out-of-plane tensile load of U-shaped riveted components changes to in-plane compressive load,and the failure displacement decreases.With increasing thickness of U-shaped components,the compon-ents become less susceptible to deformation,the failure load increases and the failure displacement decreases.Among the bilinear element models based on peak load failure,the failure loads and failure displacements obtained using the 8-hexahedron cluster element model exhibit the best agreement with test results.The deviation in failure load for the 8-hexahedron cluster element model and the SPR2 constraint element model is less than 10%;however,the deviation in failure load is smaller for the 8-hexahedron cluster element model.The deviation in failure displacement is slightly larger for the two models,but the deviation for the SPR2 constraint element model is within 15%.The 8-hexahedron cluster element model and the SPR2 constraint element model are suitable for aircraft crashworthy simulation applications.

关键词

U型铆接构件/失效特性/双线性单元模型/SPR2约束单元模型

Key words

U-shaped riveted components/failure characteristics/bilinear element models/SPR2 constraint element model

分类

机械工程

引用本文复制引用

牟浩蕾,张经纬,赵一帆,解江,冯振宇..飞机U型铆接构件不同加载角度下失效特性试验及数值模型研究[J].工程科学与技术,2025,57(2):148-158,11.

基金项目

天津市应用基础研究多元投入基金项目(23JCYBJC00070) (23JCYBJC00070)

工程科学与技术

OA北大核心

2096-3246

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