Difference between revisions of "Kalyan 23 May 08"
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| Hinges in the down stream side || 0.196 || 0.221 || 0.195 || 0.126|| 0.048 | | Hinges in the down stream side || 0.196 || 0.221 || 0.195 || 0.126|| 0.048 | ||
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| − | | Hinges in the down stream side || 0. | + | | Hinges in the down stream side || 0.198 || 0.222 || 0.192 || 0.137 ||-0.088 |
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Revision as of 22:12, 16 May 2008
Table of Results
| Deformation (mm) | |||||
| Sector 1 | E Max | D Max | X Max | Y Max | Z Max |
| Hinges in the down stream side | 0.196 | 0.221 | 0.195 | 0.126 | 0.048 |
| Hinges in the down stream side | 0.198 | 0.222 | 0.192 | 0.137 | -0.088 |
Hinges on the downstream side
The report generated by ANSYS is available: File:Analysis O slice 1.pdf
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Figure 1: Images of Deflection for Sector 1 with hinges to the down stream side in D,X,Y,Z Directions respectively
Hinges on the upstream side
The report generated by ANSYS is available: File:Analysis O slice 1a.pdf
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Figure 2: Images of Deflection for Sector 1 with hinges to the upstream side in D,X,Y,Z Directions respectively