Fourier series analysis of a cylindrical pressure vessel subjected to axial end load and external pressure

This paper presents the comparison of a reliability technique that employs a Fourier series representation of random axisymmetric and asymmetric imperfections in a cylindrical pressure vessel subjected to an axial end load and external pressure, with evaluations prescribed by the ASME Boiler and Pre...

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Veröffentlicht in:The International journal of pressure vessels and piping 2013-07, Vol.107, p.27-37
Hauptverfasser: Brar, Gurinder Singh, Hari, Yogeshwar, Williams, Dennis K.
Format: Artikel
Sprache:eng
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Zusammenfassung:This paper presents the comparison of a reliability technique that employs a Fourier series representation of random axisymmetric and asymmetric imperfections in a cylindrical pressure vessel subjected to an axial end load and external pressure, with evaluations prescribed by the ASME Boiler and Pressure Vessel Code, Section VIII, Division 2 Rules. The ultimate goal of the reliability technique described herein is to predict the critical buckling load associated with the subject cylindrical pressure vessel. Initial geometric imperfections are shown to have a significant effect on the calculated load carrying capacity of the vessel. Fourier decomposition was employed to interpret imperfections as structural features that can be easily related to various other types of defined imperfections. The initial functional description of the imperfections consists of an axisymmetric portion and a deviant portion, which are availed in the form of a double Fourier series. Fifty simulated shells generated by the Monte Carlo technique are employed in the final prediction of the critical buckling load. The representation of initial geometrical imperfections in the cylindrical pressure vessel requires the determination of respective Fourier coefficients. Multi-mode analyses are expanded to evaluate a large number of potential buckling modes for both predefined geometries in combination with asymmetric imperfections as a function of position within the given cylindrical shell. The probability of the ultimate buckling stress exceeding a predefined threshold stress is also calculated. The method and results described herein are in stark contrast to the “knockdown factor” approach as applied to compressive stress evaluations currently utilized in industry. Further effort is needed to improve on the current design rules regarding column buckling of large diameter pressure vessels subjected to an axial end load and external pressure designed in accordance with ASME Boiler and Pressure Vessel Code, Section VIII, Division 2 and ASME STS-1. •Fourier series is used to predict the load carrying capacity of cylindrical vessel.•Reliability approach used for analysis as against the deterministic approach.•Cylindrical pressure vessel is subjected to axial end load and external pressure.•Axisymmetric and asymmetric analysis carried out for imperfect pressure vessels.•Results are compared to the recommendations laid out in ASME B&PV Code.
ISSN:0308-0161
1879-3541
DOI:10.1016/j.ijpvp.2013.03.008