跳到主要导航 跳到搜索 跳到主要内容

Buckling of 120° stiffened composite cylindrical shell under axial compression - Experiment and simulation

  • Chenghu Li*
  • , Zhe Wu
  • *此作品的通讯作者
  • Beihang University

科研成果: 期刊稿件 › 文章 › 同行评审

摘要

Typical specimens (with a central angle of 120°) of stiffened composite cylindrical shell structure and the experimental clamp tools are designed in the experiment. As the experiment results show, in compression, the upper and the lower part of the specimens concave inward and the middle part bulges outward. The buckling destruction of specimens is observed in the middle part and the transverse stiffeners debond from the skin in compression. The compression buckling experiment is simulated with three methods: linear buckling, eigenvalue-based nonlinear buckling, and implicit nonlinear buckling. As the finite element simulation results show, when the border has no side stiffeners or the side stiffeners are inadequately intensified, the model buckles first at the border; when the side stiffeners are adequately intensified, the model buckles first in the middle. The simulation results of the three methods fit the experiment results properly.

源语言英语
页(从-至)199-206
页数8
期刊Composite Structures
卷128
DOI
出版状态已出版 - 5 9月 2015

学术指纹

探究 'Buckling of 120° stiffened composite cylindrical shell under axial compression - Experiment and simulation' 的科研主题。它们共同构成独一无二的学术指纹。

引用此