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A stability design proposal for cone-cylinder intersections under internal pressure

机译:内压锥筒相贯线的稳定性设计建议。

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Cone-cylinder intersections are used commonly in pressure vessels and piping, and internal pressurization is often an important loading condition. For the intersection of the large end of a cone and a cylinder, internal pressurization causes large circumferential compressive stresses in the intersection. These stresses can lead to failure of the intersection by either axisymmetric collapse or non-symmetric buckling. This paper first presents a brief summary of recent experiments on cone-cylinder intersections under internal pressure. A rational finite element model based on the experimental and the corresponding numerical results is next described. Finite element results from major parametric study on the postbucking behaviour and strength of cone-cylinder intersections employing this finite element model are then presented. Finally, a design proposal in the Eurocode format for internally pressurized cone-cylinder intersections is established for practical use.
机译:锥筒相交通常用于压力容器和管道中,内部增压通常是重要的载荷条件。对于圆锥体和圆柱体的大端相交处,内部加压会在相交处产生较大的周向压缩应力。这些应力可能会导致轴对称塌陷或非对称屈曲而导致相交失效。本文首先简要介绍了最近在内部压力下的圆锥圆柱相交实验。接下来描述基于实验和相应数值结果的有理有限元模型。然后,给出了使用此有限元模型对锥-圆柱相交的后屈曲行为和强度进行主要参数研究的有限元结果。最后,针对内部增压圆锥圆柱相交点,以Eurocode格式提出了设计建议,以供实际使用。

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