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| Content Provider | The American Society of Mechanical Engineers (ASME) Digital Collection |
|---|---|
| Author | Brown, Warren |
| Copyright Year | 2008 |
| Abstract | In previous papers, practical limits on the maximum applied load for standard ASME B16.5 and B16.47 carbon steel, weld neck pipe flanges were examined. A new code equation for the tangential (hoop) stress at the small end of the hub for a weld neck flange was developed to facilitate calculation of the limits using elastic analysis. The results were verified against elastic-plastic Finite Element Analysis (FEA). In this paper, the work is extended to include other flange configurations, including loose ring flanges, slip-on flanges and flat plate flanges. This paper is a continuation of the papers presented during PVP 2006 and PVP 2007 (Brown [1, 2]) and it extends the scope of the proposed methodology for determining flange stress limits in determining the maximum allowable bolt load for any given flange size and configuration. |
| Sponsorship | Pressure Vessels and Piping |
| Starting Page | 777 |
| Ending Page | 783 |
| Page Count | 7 |
| File Format | |
| ISBN | 9780791848265 |
| DOI | 10.1115/PVP2008-61708 |
| e-ISBN | 0791838285 |
| Volume Number | Volume 3: Design and Analysis |
| Conference Proceedings | ASME 2008 Pressure Vessels and Piping Conference |
| Language | English |
| Publisher Date | 2008-07-27 |
| Publisher Place | Chicago, Illinois, USA |
| Access Restriction | Subscribed |
| Subject Keyword | Flat plates Flanges Carbon steel Manufacturing Finite element analysis Pipes Stress Elastic analysis |
| Content Type | Text |
| Resource Type | Article |
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