方截面雪压压力容器侧壁背压评价

M. Ishiguro, Hiroki Hayashi, Y. Yoshii, Tomoki Tajiri, S. Kaneko, Hironori Okegawa
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引用次数: 2

摘要

采用12点多点压力传感器对方形截面雪压压力容器侧壁在雪压过程中的背压进行了评估。首先,利用试验结果和有限元分析对雪压压力容器在防水试验条件下的弹性变形进行了评估,以验证有限元分析作为数字化制造设计工具的完整性。结果表明,弹性变形有限元分析足以预测高压容器在使用过程中的变形。应变速率为4.00 × 10- 3 s-1 ~ 1.70 × 10-2 s-1。进行了压缩试验,以评估背压分布,以获得支持压力容器安全使用的重要数据。结果表明,在压缩过程中,背压只发生在压力容器底部附近。轴向地层压力pz = 3.0 MPa时,最大背压pb = 3.6 MPa。此外,最大压力几乎达到了地层轴向压力的120%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of Back Pressure on Lateral Wall of Square Cross Section Snow Compression Pressure Vessel
Evaluation of the back pressure on a lateral wall of square cross section snow compression pressure vessel during snow compression was performed using a 12 multipoint pressure sensor. First, results of experiments and FEM analyses were used to evaluate elastic deformation of snow compression pressure vessel under water proof test condition to confirm the FEM integrity as a digital manufacture design tool. Results confirmed that the elastic deformation FEM analysis is sufficient to predict high-pressure vessel deformation during service. The strain rate ἐ was 4.00 × 10 -3 s-1 – 1.70 × 10-2 s-1. Compression tests were conducted to evaluate back pressure distributions for obtaining important data to support safe usage of the pressure vessel. Results show that the back pressure occurs only around the bottom of the pressure vessel during compression. The maximum back pressure was pb = 3.6 MPa at axial formation pressure pz = 3.0 MPa. Furthermore, the maximum pressure reached almost 120% of the axial formation pressure.
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