Nonlinear Failure Analysis on Pressurized Cylindrical Shell Using Finite Element Method: Comparison of Theoretical and Experimental Data

Junhui Chai, Zhongjie Lv, Zijiang Zhang, Zhengxiang Shen*, Jian min Shen, Bo Xu, Binbin Zhai

*Corresponding author for this work

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Abstract

The structural integrity of the accumulator is critical to the reliability of the hydro-pneumatic system, which requires accurate prediction of the burst pressure of its high-strength cylindrical shell. Based on the plastic instability failure criterion, the burst pressure and failure location of the cylindrical shell were investigated using 3D nonlinear finite element analysis. The progressive failure mechanism of the pressurized cylinder was discussed in detail. A total of twenty-five cylindrical shells of different sizes were selected for the parametric study, which suggests that the burst pressure increases with decreasing the diameter and increasing the wall thickness, and the shell length has no effect on the failure pressure. The accuracy of FEA predictions is validated by experimental data, and the minimum relative error is only 0.69%, which is much lower than that of the empirical formula. This means that the numerical model is reliable and can be employed as a basis for the structural design of the accumulator.

Original languageEnglish
Pages (from-to)1000-1010
Number of pages11
JournalJournal of Failure Analysis and Prevention
Volume22
Issue number3
DOIs
Publication statusPublished - Jun 2022
Externally publishedYes

Keywords

  • Burst pressure
  • Experimental validation
  • Finite element analysis
  • Plastic instability
  • Thin-walled cylinder

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Chai, J., Lv, Z., Zhang, Z., Shen, Z., Shen, J. M., Xu, B., & Zhai, B. (2022). Nonlinear Failure Analysis on Pressurized Cylindrical Shell Using Finite Element Method: Comparison of Theoretical and Experimental Data. Journal of Failure Analysis and Prevention, 22(3), 1000-1010. https://doi.org/10.1007/s11668-022-01378-w