中心开孔加筋壁板压缩性能研究
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作者单位:

南京航空航天大学飞行器先进设计技术国防重点学科实验室,南京 210016

作者简介:

通讯作者:

吴富强,男,博士,副教授,E-mail:stonewu@nuaa.edu.cn。

中图分类号:

V215

基金项目:

国家自然科学基金(52075244);江苏省高校优势学科建设工程。


Study on Compression Behavior of Stiffened Panel with Central Opening
Author:
Affiliation:

Key Laboratory of Fundamental Science for National Defense-Advanced Design Technologyof Flight Vehicle,Nanjing University of Aeronautics & Astronautics, Nanjing 210016, China

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    摘要:

    为了研究飞机结构中不同开孔尺寸加筋壁板在压缩载荷下的屈曲行为和后屈曲行为,本文设计了相应的试验方法和试验夹具,完成了壁板压缩试验。得到了不同开孔尺寸加筋壁板的屈曲/破坏载荷、失稳过程及破坏模式。结果表明:加筋壁板的屈曲模式是筋条间蒙皮和筋条外蒙皮发生相反的变形,且屈曲模态随载荷的增加发生多次跳变;加筋壁板的压缩破坏模式是在屈曲变形的基础上筋条伴有明显的变形。针对不同开孔尺寸的加筋壁板进行压缩加载有限元仿真,得到的屈曲与破坏模式和试验的吻合,屈曲/破坏载荷与试验结果的误差在4%以内,验证了有限元模型的有效性。随着开孔尺寸的增加,加筋壁板的屈服载荷先缓慢减小后快速增大;壁板的破坏载荷逐渐减小,最终结构失去后屈曲承载能力。

    Abstract:

    In order to study the buckling behavior and post-buckling behavior of stiffened panels with different opening sizes in aircraft structures under compression load, the corresponding test method and test fixture are designed and the compression test of the panels is completed. The buckling/failure loads, instability processes and failure modes of stiffened panels with different opening sizes are obtained. The results show that the buckling mode of the stiffened panel is the opposite deformation of the interbar skin and the outer skin, and the buckling mode changes several times with the increase of load. The compressive failure mode of stiffened panel is based on the buckling deformation with obvious deformation.The finite element simulation for stiffened panels with different opening sizes is carried out. The buckling and failure modes obtained are consistent with the experimental results. The error of buckling/failure load and test results is less than 4%, which verifies the validity of the finite element model. The simulation results show that with the increase of the opening size, the yield load of the stiffened panel decreases slowly at first and then increases rapidly, the failure load of the panel decreases gradually, and finally the structure loses the post-buckling bearing capacity.

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杨博晗,吴富强,龚凡珂,王斌.中心开孔加筋壁板压缩性能研究[J].南京航空航天大学学报,2024,56(1):96-102

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  • 收稿日期:2023-06-12
  • 最后修改日期:2023-10-31
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  • 在线发布日期: 2024-02-05
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