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Numerical study on influence of dent parameters on critical buckling pressure of thin cylindrical shell subjected to uniform lateral pressure

机译:凹痕参数对均匀侧向压力作用下圆柱薄壳临界屈曲压力影响的数值研究

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摘要

One of the common failure modes of thin cylindrical shells subjected to external pressure is buckling. The critical buckling pressures of these shell structures are mainly affected by the geometrical imperfections present in the cylindrical shell which are very difficult to alleviate during manufacturing process. Dent is one of the common geometrical imperfections present in thin shell structures which may be formed due to mechanical damage caused by accidental loading or impact. In this work, numerical parametric study is carried out to study the influence of dent parameters of centrally located dent (dent length, dent width, dent depth and angle of orientation of the dent), cylindrical shell parameters (L/R ratio and R/t ratio) and yield stress on the critical buckling pressure of externally pressurized thin dented cylindrical shells with simply supported boundary conditions at both top and bottom edges using non-linear static finite-element analysis of ANSYS.
机译:承受外部压力的圆柱形薄壳的常见失效模式之一是屈曲。这些壳体结构的临界屈曲压力主要受圆柱形壳体中存在的几何缺陷的影响,这些缺陷在制造过程中很难缓解。凹痕是存在于薄壳结构中的常见几何缺陷之一,该缺陷可能是由于意外加载或撞击导致的机械损坏而形成的。在这项工作中,进行了数值参数研究,以研究位于中心的凹痕的凹痕参数(凹痕长度,凹痕宽度,凹痕深度和凹痕的取向角度),圆柱壳参数(L / R比和R / t比率)和屈服应力,通过使用ANSYS的非线性静态有限元分析,对在顶部和底部边缘都具有简单支撑边界条件的外部受压薄凹圆柱壳的临界屈曲压力进行了分析。

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