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加筋结构后屈曲有限元建模方法研究

万春华 段世慧 吴存利

万春华, 段世慧, 吴存利. 加筋结构后屈曲有限元建模方法研究[J]. 机械科学与技术, 2015, 34(5): 795-798. doi: 10.13433/j.cnki.1003-8728.2015.0528
引用本文: 万春华, 段世慧, 吴存利. 加筋结构后屈曲有限元建模方法研究[J]. 机械科学与技术, 2015, 34(5): 795-798. doi: 10.13433/j.cnki.1003-8728.2015.0528
Wan Chunhua, Duan Shihui, Wu Cunli. Study on the Finite Element Modeling for Post-buckling Analysis of the Stiffened Structure[J]. Mechanical Science and Technology for Aerospace Engineering, 2015, 34(5): 795-798. doi: 10.13433/j.cnki.1003-8728.2015.0528
Citation: Wan Chunhua, Duan Shihui, Wu Cunli. Study on the Finite Element Modeling for Post-buckling Analysis of the Stiffened Structure[J]. Mechanical Science and Technology for Aerospace Engineering, 2015, 34(5): 795-798. doi: 10.13433/j.cnki.1003-8728.2015.0528

加筋结构后屈曲有限元建模方法研究

doi: 10.13433/j.cnki.1003-8728.2015.0528
详细信息
    作者简介:

    万春华(1983-),硕士研究生,研究方向为飞机结构强度计算与虚拟仿真,wanc_1@163.com

    通讯作者:

    段世慧,研究员,博士,duansh63@163.com

Study on the Finite Element Modeling for Post-buckling Analysis of the Stiffened Structure

  • 摘要: 预估加筋结构的承载能力对飞机设计极为重要,对整体加筋结构和铆接加筋结构分别拟定一系列不同的有限元模型化方法,考虑材料和几何非线性进行后屈曲分析。对比试验数据和分析结果可知,选取合适的离散化方法可以准确预估这两种结构形式的破坏载荷。对含有整体加筋板和铆钉连接的机翼盒段进行后屈曲分析验证,有限元预估值与试验数据吻合很好。
  • [1] 崔德刚.结构稳定性设计手册[M].北京:航空工业出版社,1996 Cui D G. Structural stability design manual[M]. Beijing:Aviation Industry Press,1996 (in Chinese)
    [2] Lynch C J, Sterling S G. A finite element study of the post-buckling behavior of a flat stiffened panel[C]// The International Council of the Aeronautical Science and the American Institute of Aeronautics and Astronautics, Melbourne Australia,1998
    [3] Lynch C J, Murphy A, Price M, et al. The computational post-buckling analysis of fuselage stiffened panels loaded in compression[J]. Thin-walled Structures,2004,42:1445-1464
    [4] Campbell J, Hetey L, Vignjevic R. Non-linear idealization error analysis of a metallic stiffened panel loaded in compression[J]. Thin-Walled Structures,2012,54:44-53
    [5] Britt V O, III F S. Failure analysis of large stiffened metallic fuselage panels subjected to compression loading[C]// 46th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics & Materials Confer18-21 April 2005,Austin,Texas,AIAA 2005-2008
    [6] Xu M, Soares C G. Assessment of the ultimate strength of narrow stiffened panel tests pecimens[J]. Thin-Walled Structures,2012,55:11-21
    [7] Murphy A, Quinn D. Tailoring static strength performance of metallic stiffened panels by selective local sub-stiffening[C]//47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Confer, Newport,2006
    [8] 王勖成.有限单元法[M].北京:清华出版社,2003 Wang X C. Finite element method[M]. Beijing:Tsinghua University Press,2003 (in Chinese)
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出版历程
  • 收稿日期:  2013-09-14
  • 刊出日期:  2015-05-05

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