CFD Online Logo CFD Online URL
www.cfd-online.com
[Sponsors]
Home > Forums > General Forums > Main CFD Forum

Source/Cause of a second-order response

Register Blogs Community New Posts Updated Threads Search

Like Tree1Likes
  • 1 Post By agd

Reply
 
LinkBack Thread Tools Search this Thread Display Modes
Old   November 6, 2018, 04:14
Question Source/Cause of a second-order response
  #1
New Member
 
Join Date: May 2015
Posts: 13
Rep Power: 11
Lingfeng Su is on a distinguished road
Hi guys, I have a question here.

When I generate a linear wave to excite a floating body, the wave-induced loads acting on the body present not only the first-order resonance frequency but also another peak at the second-order frequency through FFT method. So I want to know what may be the causes of this second order response, or what may be the sources of the second order response.

Cheers!
Lingfeng Su is offline   Reply With Quote

Old   November 6, 2018, 13:46
Default
  #2
Senior Member
 
Filippo Maria Denaro
Join Date: Jul 2010
Posts: 6,896
Rep Power: 73
FMDenaro has a spectacular aura aboutFMDenaro has a spectacular aura aboutFMDenaro has a spectacular aura about
Quote:
Originally Posted by Lingfeng Su View Post
Hi guys, I have a question here.

When I generate a linear wave to excite a floating body, the wave-induced loads acting on the body present not only the first-order resonance frequency but also another peak at the second-order frequency through FFT method. So I want to know what may be the causes of this second order response, or what may be the sources of the second order response.

Cheers!



You should provide more details about your flow problem and the set of equations you are using.
Also some results would be useful.
FMDenaro is offline   Reply With Quote

Old   November 6, 2018, 21:18
Default
  #3
New Member
 
Join Date: May 2015
Posts: 13
Rep Power: 11
Lingfeng Su is on a distinguished road
Quote:
Originally Posted by FMDenaro View Post
You should provide more details about your flow problem and the set of equations you are using.
Also some results would be useful.
Hi,

What I questioned is about fluid mechanics or hydrodynamics, not only about computational fluid dynamics.

I generated linear wave by wave makers in physical wave tank, force transducer is installed and monitored the wave-induced loads acting on the floating body excited by the generated wave. But after analyzing the measured loads, it presents a first-order and a second-order frequency shown in frequency plot.

There is nothing about the equations that describe the flow and any other environmental condition.

Cheers
Lingfeng Su is offline   Reply With Quote

Old   November 6, 2018, 23:13
Default
  #4
agd
Senior Member
 
Join Date: Jul 2009
Posts: 358
Rep Power: 19
agd is on a distinguished road
FMDenaro's point still stands even if you leave out the CFD aspect. The explanation of the physics is contained in the equations of motion. For example, is the governing equation of the body in motion truly linear? Is the disturbance you input represented by a single harmonic, or can the linear input (not sure what that means for a wave, since there are several ways to interpret that) be decomposed into a sum of harmonics? There are a number of possible answers to your query, but they all start with the mathematical description of your problem.
FMDenaro likes this.
agd is offline   Reply With Quote

Old   November 7, 2018, 00:14
Default
  #5
New Member
 
Join Date: May 2015
Posts: 13
Rep Power: 11
Lingfeng Su is on a distinguished road
Quote:
Originally Posted by agd View Post
FMDenaro's point still stands even if you leave out the CFD aspect. The explanation of the physics is contained in the equations of motion. For example, is the governing equation of the body in motion truly linear? Is the disturbance you input represented by a single harmonic, or can the linear input (not sure what that means for a wave, since there are several ways to interpret that) be decomposed into a sum of harmonics? There are a number of possible answers to your query, but they all start with the mathematical description of your problem.
Hi there

Thank you for your reply. My point is what could be the reason that may trigger a nonlinearity of the loads due to a regular linear wave excitation. E.g. may be the nonlinear body motion (nonlinear damping/restoring, even though here the motion is regarded as linear), or asymmetric geometry of immersed part of the body, or coupled motion among 6 DOFs, etc.

Brainstorming......

Cheers
Lingfeng Su is offline   Reply With Quote

Old   November 7, 2018, 03:22
Default
  #6
Senior Member
 
Filippo Maria Denaro
Join Date: Jul 2010
Posts: 6,896
Rep Power: 73
FMDenaro has a spectacular aura aboutFMDenaro has a spectacular aura aboutFMDenaro has a spectacular aura about
There is nothing of linear in a real experiment. Again, the mathematics of the equations can explain the physics you observe. If you consider the 1D Burgers equation and start from a single wave at a unique wavenumber, the solution evolves producing more waves at increasing wavenumbers.
Your case is simply not linear
FMDenaro is offline   Reply With Quote

Old   November 7, 2018, 14:52
Default
  #7
Member
 
james nathman
Join Date: May 2011
Posts: 62
Rep Power: 15
blackjack is on a distinguished road
Whenever I perform an oscillatory potential-flow analysis, I observe a double-frequency response.

For example, consider a symmetric, non-moving airfoil at zero angle of attack subject to a low-frequency, sinusoidal gust normal to the chord.

When the gust velocity is most up, the normal force is positive, and (because the drag is small and the lift normal to the velocity) the force along the chord is in the direction of the leading edge.

When the gust velocity is most down, the normal force is negative, but the force along the chord is again in the direction of the leading edge. In fact, the oscillatory chordwise force is at twice the frequency of the gust and directed toward the leading edge. A fourier analysis of the pressure distribution clearly shows the double-frequency harmonic in the pressure.

When I am becalmed on my sailboat I can propel the boat forward by shifting my weight from side to side to make the boat roll, the wing keel is then "flapping" from side to side and generates thrust. I will also add that the rotation of the earth is once per day, but the tidal response of the ocean is twice per day (two high tides and two lows).

A double-frequency response can be obtained because it is the product of two fundamental frequency quantities (wave velocity*body motion) or a double-frequency pressure distribution.
blackjack is offline   Reply With Quote

Reply

Tags
hydrodynamics, wave excitation, wave-induced loads


Posting Rules
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are On
[IMG] code is On
HTML code is Off
Trackbacks are Off
Pingbacks are On
Refbacks are On


Similar Threads
Thread Thread Starter Forum Replies Last Post
2nd Order Convergence Problem for 3D Airfoil turkmengokce OpenFOAM Running, Solving & CFD 1 September 10, 2015 08:20
upwind finite volume order of accuracy less than one ?? dgfem Main CFD Forum 7 June 1, 2015 05:02
First order simulation better than second order Torque_Converter CFX 7 January 8, 2013 05:07
How to active "3rd Order Upwind Monotonicity Preserving" ? wind FLOW-3D 1 February 21, 2012 11:16
Higher order discretization on staggered grid Chandra Shekhar Main CFD Forum 9 January 27, 2005 17:31


All times are GMT -4. The time now is 14:48.