 |
 |
 |
|
|
|
[Sponsors] | ||||
June 11, 2011, 04:33
|
Wall shear stress
|
#1 |
|
New Member
Join Date: Mar 2011
Posts: 11
Rep Power: 4  |
I am using "L shaped" geometry with single phase water flow from horizontal inlet and flowing out from top of L shaped geometry. I have done my initial simulation and what to compute shear stresses at the wall. Is report > surface integral> aarea wt avg > wall fluxes> sheat stress > surface (wall) ..... option is good enough to suggest the area avg values of shear stress for whole L shaped domain or do i need to create surface bear wall like point, rake or plane. Any suggestion will be highly appreciated.
Thanks. GamFlu |
|
|
|
|
 |
| Thread Tools | |
| Display Modes | |
|
|
Similar Threads
|
||||
| Thread | Thread Starter | Forum | Replies | Last Post |
| Natural convection in a closed domain STILL NEEDING help! | Yr0gErG | FLUENT | 2 | February 6, 2012 12:23 |
| Wall Shear Stress | GamFlu | FLUENT | 0 | June 11, 2011 03:52 |
| relationship between wall shear stress and TKE | winter | FLUENT | 0 | December 11, 2007 17:11 |
| Multicomponent fluid | Andrea | CFX | 2 | October 11, 2004 05:12 |
| Re: About wall shear stress | Mike | FLUENT | 9 | November 17, 2003 14:41 |
Linear Mode
