Buckling behavior of ring-stiffened cylinder shells under axial pressure-Part 2: Numerical simulation and derivation of an engineering model

被引:1
|
作者
Li, Z. [1 ,2 ]
Pasternak, H. [2 ]
机构
[1] TU Berlin, Fachgebiet Entwerfen U Konstruieren Stahlbau, Gustav Meyer Allee 25, D-13355 Berlin, Germany
[2] Brandenburg TU, Lehrstuhl Stahl & Holzbau, Konrad Wachsmann Allee 2, D-03046 Cottbus, Germany
来源
BAUINGENIEUR | 2022年 / 97卷 / 04期
关键词
D O I
10.37544/0005-6650-2022-04-43
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
ABS TRACTThe closely positioned ring stiffeners can signi-ficantly improve the load-bearing capacity of the cylindrical shell and effectively delay its buckling.The investigations pre-sented in Part 1 have impressively confirmed this outcome. In general, numerical approaches can also analyze the stability problem of shells quickly and effectively. However, there is still a challenge to accurately recalculate the experimental results because the actual geometry is difficult to reconstruct in the numerical model. In this paper, the inverse distance weighted interpolation method based on a mapping relationship is used to map the geometry obtained with 3D scan to the numerical model.The Newton Raphson method with accompanying ei-genvalue analysis is used to quickly obtain the ultimate load of the ring-stiffened cylindrical shells under axial pressure. Besi-des, the influencing factors of ring stiffener on the load-be-aring capacity of the cylindrical shell are analyzed with help of a large number of parameter study. Finally, an engineering model is derived from the results of the parametric studies. This simplified model for hand calculation allows engineers to work with just a calculator.
引用
收藏
页码:99 / 108
页数:10
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