Finite element analysis is widely used to model the stresses resulting from penetrations in pressure vessels to accommodate components such as nozzles and man-ways. In many cases a reinforcing pad is required around the nozzle or other component to meet the design requirements of Section VIII, Division 1 or 2, of the ASME Pressure Vessel Code [1]. Several different finite element techniques are currently used for calculating the effects of reinforcing pads on the shell stresses resulting from penetrations for nozzles or man-ways. In this research the stresses near a typical reinforced nozzle on a pressure vessel shell are studied. Finite element analysis is used to model the stresses in the reinforcing pad and shell. The commercially available software package ANSYS is used for the modeling. Loadings on the nozzle are due to combinations of internal pressure and moments to simulate piping attachments. The finite element results are compared to an analysis per Welding Research Council Bulletin 107 [2].
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ASME 2003 Pressure Vessels and Piping Conference
July 20–24, 2003
Cleveland, Ohio, USA
Conference Sponsors:
- Pressure Vessels and Piping Division
ISBN:
0-7918-4150-2
PROCEEDINGS PAPER
Comparison of Different Methodologies for Stress Analysis of Reinforcing Pads
Michael W. Guillot,
Michael W. Guillot
Stress Engineering Services, Metairie, LA
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Jack E. Helms
Jack E. Helms
Louisiana State University, Baton Rouge, LA
Search for other works by this author on:
Michael W. Guillot
Stress Engineering Services, Metairie, LA
Jack E. Helms
Louisiana State University, Baton Rouge, LA
Paper No:
PVP2003-1931, pp. 75-79; 5 pages
Published Online:
August 13, 2008
Citation
Guillot, MW, & Helms, JE. "Comparison of Different Methodologies for Stress Analysis of Reinforcing Pads." Proceedings of the ASME 2003 Pressure Vessels and Piping Conference. Design and Analysis Methods and Fitness for Service Evaluations for Pressure Vessels and Components. Cleveland, Ohio, USA. July 20–24, 2003. pp. 75-79. ASME. https://doi.org/10.1115/PVP2003-1931
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