Difference between revisions of "Kalyan 23 May 08"
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=Table of Results= | =Table of Results= | ||
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| + | |- | ||
| + | | || Deformation (mm) | ||
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| + | | Sector 1 || E Max || D Max || X Max || Y Max || Z Max | ||
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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 || 0.158 || 0.234 || 0.089 || -0.233 ||-0.047 | ||
| + | |} | ||
=Hinges on the downstream side= | =Hinges on the downstream side= | ||
Revision as of 22:10, 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 | 0.158 | 0.234 | 0.089 | -0.233 | -0.047 |
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