HTML |
---|
<div style="background-color: yellow; border: 2px solid red; margin: 4px; padding: 2px; font-weight: bold; text-align: center;">
This page has been moved to <a href="https://courses.ansys.com/index.php/courses/unsteady-flow-past-a-cylinder/">https://courses.ansys.com/index.php/courses/unsteady-flow-past-a-cylinder/</a>
<br>
Click in the link above if you are not automatically redirected in 10 seconds.
</div>
<meta http-equiv="refresh" content="10; URL='https://courses.ansys.com/index.php/courses/unsteady-flow-past-a-cylinder/'" /> |
Include Page | ||||
---|---|---|---|---|
|
Include Page | ||||
---|---|---|---|---|
|
Unsteady Flow Past a Cylinder
Created using ANSYS 13.0
Problem Specification
Consider the unsteady state case of a fluid flowing past a cylinder, as illustrated above. For this tutorial we will use a Reynolds Number of 120. In order to simplify the computation, the diameter of the cylinder is set to 1 m, the x component of the velocity is set to 1 m/s and the density of the fluid is set to 1 kg/m^3. Thus, the dynamic viscosity must be set to 8.333x10^-3 kg/m*s in order to obtain the desired Reynolds number.
Compared to the steady case, the unsteady case includes an additional time-derivative term in the Navier-Stokes equations:
Latex |
---|
Wiki Markup |
{include: FLUENT Google Analytics} {panel} Author: John Singleton and Rajesh Bhaskaran {color:#ff0000}{*}Problem Specification{*}{color} [1. Pre-Analysis & Start-Up|FLUENT 12.1 - Unsteady Flow Past a Cylinder - Pre-Analysis & Start-Up] [2. Geometry|FLUENT 12.1 - Unsteady Flow Past a Cylinder - Geometry] [3. Mesh|FLUENT 12.1 - Unsteady Flow Past a Cylinder - Mesh] [4. Setup (Physics)|FLUENT 12.1 - Unsteady Flow Past a Cylinder - Setup (Physics)] [5. Solution|FLUENT 12.1 - Unsteady Flow Past a Cylinder - Solution] [6. Results|FLUENT 12.1 - Unsteady Flow Past a Cylinder - Results] [7. Verification and Validation|FLUENT 12.1 - Unsteady Flow Past a Cylinder - Verification & Validation] [Exercises|FLUENT 12.1 - Unsteady Flow Past a Cylinder - Exercises] {panel} {note}Under Construction\!\!{note} h2. Problem Specification \\ !prob_spec_v2.png!\\ \\ Consider the unsteady state case of a fluid flowing past a cylinder, as illustrated above. For this tutorial we will use a Reynolds Number of 120. In order to simplify the computation, the diameter of the cylinder is set to 1 m, the x component of the velocity is set to 1 m/s and the density of the fluid is set to 1 kg/m^3. Thus, the dynamic viscosity must be set to 8.333x10^-3 kg/m*s in order to obtain the desired Reynolds number. For this Unsteady Case, the governing equation becomes non linear due to the addition of a time derivative term: {latex} \begin{eqnarray} \frac{\partial \vec{u}}{\partial t} + \rho (\vec{u}\cdot \triangledown)\vec{u} = -\triangledown p + \mu \triangledown^{2} \vec{u} \end{eqnarray} {latex} |
The
...
methods
...
implemented
...
by
...
FLUENT
...
to
...
solve
...
a
...
time
...
dependent
...
system
...
are
...
very
...
similar
...
to
...
those
...
used
...
in
...
a
...
steady-state
...
case.
...
In this case,
...
the
...
domain
...
and
...
boundary
...
conditions
...
will
...
be
...
the
...
same
...
as
...
the
...
Steady
...
Flow
...
Past
...
a
...
Cylinder.
...
However,
...
because
...
this
...
is
...
a
...
transient
...
system,
...
initial
...
conditions
...
at
...
t=0
...
are
...
required.
...
To solve the system,
...
we
...
need
...
to
...
input
...
the
...
desired
...
time
...
range
...
and
...
time
...
step
...
into
...
FLUENT.
...
The program will then compute a solution for the first time step, iterating until convergence or a limit of iterations is reached, then will proceed to the next time step, "marching" through time until the end time is reached.
Go to Step 1: Pre-Analysis & Start-Up