Published July 2013 | Version v1
Journal article

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

  • 1. Department of Mechanical Engineering, Guru Nanak Dev Engineering College, Ludhiana, Punjab 141006 (India)
  • 2. University of North Carolina at Charlotte, 9201 University City Blvd., Charlotte, NC 28223-0001 (United States)
  • 3. Sharoden Engineering Consultants, P.A., P.O. Box 1336, Matthews, NC 28106-1336 (United States)

Description

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. -- Highlights: • 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 and PV Code

Availability note (English)

Available from http://dx.doi.org/10.1016/j.ijpvp.2013.03.008

Additional details

Identifiers

DOI
10.1016/j.ijpvp.2013.03.008;
PII
S0308-0161(13)00043-4;

Publishing Information

Journal Title
International Journal of Pressure Vessels and Piping
Journal Volume
107
Journal Page Range
p. 27-37
ISSN
0308-0161
CODEN
PRVPAS

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
45053292
Subject category
S42: ENGINEERING;
Descriptors DEI
ASYMMETRY; AXIAL SYMMETRY; BOILERS; BUCKLING; CAPACITY; CYLINDRICAL CONFIGURATION; DEFECTS; DESIGN; GEOMETRY; MONTE CARLO METHOD; PRESSURE VESSELS; RELIABILITY; SHELLS; SIMULATION; STRESSES
Descriptors DEC
CALCULATION METHODS; CONFIGURATION; CONTAINERS; MATHEMATICS; SYMMETRY

Optional Information

Copyright
Copyright (c) 2013 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.