Buckling and Post-Buckling Behavior of Shallow Supported Cylindrical Panels

O. Igudisman; H. Abramovich

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Buckling and Post-Buckling Behavior of Shallow Supported Cylindrical Panels

机译：浅支撑圆柱面板的屈曲和屈曲后行为

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The problem of the post-buckling behavior of the supported cylindrical panel under uniform axial compression is solved. The cylindrical supported panel is considered as a beam on the Winkler elastic foundation, the stiffness coefficient of which is calculated at the known value of buckling load. The criteria for post-buckling estimation are introduced, namely, vanishing of the determinant of the resolving system of equations and going to infinity of the deflection and strain energy in the implementation of post buckling. A good agreement of the post-buckling load obtained in this work with the experimental results is shown.

机译：解决了在均匀的轴向压缩下被支撑的圆柱形面板的后屈曲行为的问题。圆柱支撑面板被视为Winkler弹性地基上的梁，其刚度系数是在已知屈曲载荷值下计算的。介绍了用于后屈曲估计的标准，即消失的方程组的解式的行列式，以及在实现后屈曲时达到挠度和应变能的无穷大。显示了在这项工作中获得的屈曲后载荷与实验结果的良好一致性。

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《Russian Aeronautics》 |2012年第4期|共5页
作者
O. Igudisman; H. Abramovich;
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正文语种 eng
中图分类航空;
关键词
Post-buckling state; Buckling; Shallow panel; Energy functional; Elastic foundation; Lagrangian; Test; Analysis;

机译：屈曲后状态屈曲浅面板能量函数弹性基础拉格朗日试验解析;

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专利

1. Buckling and Post-Buckling Behavior of Shallow Supported Cylindrical Panels [J] . O. Igudisman, H. Abramovich Russian Aeronautics . 2012,第4期

机译：浅支撑圆柱面板的屈曲和屈曲后行为
2. Buckling and post-buckling behaviour of shallow – nearly flat cylindrical panels under axial compression [J] . E. Magnucka-BlandziCorresponding authorInstitute of Mathematics Poznan University of Technology ul. Piotrowo 3A 60-965 Pozna? PolandEmailOther articles by this author:De Gruyter OnlineGoogle Scholar, K. MagnuckiInstitute of Applied Mechanics Poznan University of Technology ul. Jana Pawla II 24 60-965 Pozna? PolandOther articles by this author:De Gruyter OnlineGoogle Scholar Bulletin of the Polish Academy of Sciences. Technical Sciences . 2016,第3期

机译：浅扁扁圆柱面板在轴向压缩下的屈曲和屈曲后行为
3. An experimental study on buckling and post-buckling behaviour of cylindrical panels with clamped and simply supported ends [J] . M Shariati, M Sedighi, J Saemi, Indian journal of engineering and materials sciences . 2010,第2期

机译：两端夹紧且简支的圆柱面板的屈曲和屈曲后行为的实验研究
4. Numerical Studies on Buckling and Post-Buckling Behavior of Stiffened Curved Composite Panel with Repairs [C] . WARUNA SENEVIRATNE, VISHNU SASEENDRAN, SHENAL PERERA, American Society for Composites technical conference . 2019

机译：加强弯曲复合板与维修屈曲和屈曲行为的数值研究
5. INELASTIC TORSIONAL - FLEXURAL BUCKLING AND POST-BUCKLING BEHAVIOR OF CENTRALLY LOADED COLUMNS WITH THIN-WALLED OPEN SECTIONS [D] . FANG, PEN JENG. 1966

机译：薄壁开口截面集中荷载柱的弹性扭转-屈曲和后屈曲行为
6. Fully localized post-buckling states of cylindrical shells under axial compression [O] . Tobias Kreilos, Tobias M. Schneider -1

机译：圆柱壳在轴向压缩下的完全局部屈曲后状态
7. Buckling and post-buckling behavior of a cylindrical shell subjected to external pressure [O] . Langhaar Henry Louis, Boresi Arthur Peter 1956

机译：受外部压力影响的圆柱壳的屈曲和后屈曲行为
8. Fatigue Behavior of Hat Section Stringer Stiffened Panels Compressed in the Post-Buckling Range [R] . Salvetti, A., Casarosa, C. 1972

机译：后屈曲范围内压缩帽形截面加筋板的疲劳行为

Buckling and Post-Buckling Behavior of Shallow Supported Cylindrical Panels

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