Finite element analysis and experimental validation of the failure characteristic of pressurized cylinder

IF 3.5 Q1 ENGINEERING, MULTIDISCIPLINARY
Jun-Hui Chai, Jun-Ping Zhong, Bo Xu, Zi-Jian Zhang, Zhengxiang Shen, Xiao-Long Zhang, Jian-Min Shen
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引用次数: 0

Abstract

Purpose The high-pressure accumulator has been widely used in the hydraulic system. Failure pressure prediction is crucial for the safe design and integrity assessment of the accumulators. The purpose of this study is to accurately predict the burst pressure and location for the accumulator shells due to internal pressure. Design/methodology/approach This study concentrates the non-linear finite element simulation procedure, which allows determination of the burst pressure and crack location using extensive plastic straining criterion. Meanwhile, the full-scale hydraulic burst test and the analytical solution are conducted for comparative analysis. Findings A good agreement between predicted and measured the burst pressure that was obtained, and the predicted failure point coincided very well with the fracture location of the actual shell very well. Meanwhile, the burst pressure of the shells increases with wall thickness, independent of the length. It can be said that the non-linear finite element method can be employed to predict the failure behavior of a cylindrical shell with sufficient accuracy. Originality/value This paper can provide a designer with additional insight into how the pressurized hollow cylinder might fail, and the failure pressure has been predicted accurately with a minimum error below 1%, comparing the numerical results with experimental data.
增压缸失效特性的有限元分析与实验验证
高压蓄能器在液压系统中得到了广泛的应用。失效压力预测对蓄能器的安全设计和完整性评估至关重要。本研究的目的是准确预测蓄能器壳体因内压而产生的破裂压力和破裂位置。设计/方法/方法本研究集中了非线性有限元模拟程序,该程序允许使用广泛的塑性应变准则确定破裂压力和裂纹位置。同时进行了全尺寸水力爆破试验和解析解对比分析。结果预测的破裂压力与实测值吻合较好,预测的破坏点与实际壳的破裂位置吻合较好。同时,壳体的破裂压力随壁厚的增加而增加,与壁长无关。可以说,非线性有限元法可以较准确地预测圆柱壳的破坏行为。独创性/价值本文可以为设计人员提供额外的见解,了解加压空心圆柱体如何可能失效,并且通过将数值结果与实验数据进行比较,准确地预测了失效压力,最小误差低于1%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Structural Integrity
International Journal of Structural Integrity ENGINEERING, MULTIDISCIPLINARY-
CiteScore
5.40
自引率
14.80%
发文量
42
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