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Sesam – HydroD/Wadam workshop Global response analysis
Page 1 May13, 2012 © DNV Software. All rights reserved.
Sesam User Course – HydroD Wadam Workshop 1: Hydrodynamic analysis of a semi-submersible
This workshop is based on the following models created by GeniE: - Panel model – T1.FEM - Morison model – T2.FEM - Structural (FE) model & Mass Model – T3.FEM (Analysis 2 only) - The models are found on the given training course CD/memory stick or here:
C:\Program Files\DNVS\HydroD V4.5-08\Examples\SemisubWadam The model with its main dimensions is shown below. Note: All models will be translated -13 m in z direction The workshop may be performed from Brix Explorer of from HydroD directly
Sesam – HydroD/Wadam workshop Global response analysis
Start HydroD and create a new workspace You start HydroD from
- Start All Programs|DNV Software\Applications|HydroD V4.5-08
You create a new workspace (or a project) from File|New Workspace and give it a name
- For this workspace we use units meters and Newton - In this tutorial we have used the default installation directory which is
C:\DNV\Workspaces\HydroD. You may of course use other directories.
May13, 2012 © DNV Software. All rights reserved. Page 2
Sesam – HydroD/Wadam workshop Global response analysis
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The use of a Wizard is recommended. When used, it will guide you through the different steps needed for the kind of analysis you select.
The Wadam wizard is started either from the Tools menu or from the toolbar
The options are - Panel Model only - Morison Model only - Composite Model – both a panel and a Morison model - Dual Model – a panel and a corresponding Morison model
In this workshop, you should select Composite Model
GUI of HydroD
Sesam – HydroD/Wadam workshop Global response analysis
Page 4 May13, 2012 © DNV Software. All rights reserved.
The Wizard window may be made larger by normal window operations – Click and drag at the borders of the window.
There is a short description of some important features for each of the options When having selected Composite Model, the next operation is to click on the Settings tab.
Use of Wizard
In the Settings tab, select the features you want to include in the analysis
- This will set up the steps of the wizard, other features may be added later, if necessary
In this workshop, select the following features:
- Frequency domain - Element model - Stochastic drag - Offbody points
Sesam – HydroD/Wadam workshop Global response analysis
Page 5 May13, 2012 © DNV Software. All rights reserved.
Direction set After clicking OK in the first wizard window, the wizard
will guide you through the steps Click the ‘First step’ button
and in the Create/Edit Direction dialog enter the values 0, 90 and 15 in the first three fields. When clicking ‘Fill table’ seven directions are filled into the table.
Click Apply followed by Cancel to proceed with the wizard.
You may also type the numbers in manually
Frequency set
Click the ‘Next step’ button. Select Period, enter the values 4, 38 and 2 and click
Fill table. Click Apply followed by Cancel to proceed with
the wizard.
Sesam – HydroD/Wadam workshop Global response analysis
Page 6 May13, 2012 © DNV Software. All rights reserved.
Wave spectrum Create a Bretschneider spectrum with significant
wave height = 10 and peak period = 12. Click the eye
button to fit the graph in the area.
Click Apply followed by Cancel to proceed with the wizard.
The spectrum will be used in the linearization of drag
Spreading function Fill in exponent = 2 for the spreading function
(short crested sea). Click Apply followed
by Cancel to proceed with the wizard.
Sesam – HydroD/Wadam workshop Global response analysis
Page 7 May13, 2012 © DNV Software. All rights reserved.
Wave spreading direction Create a direction = 45 which will be the main
direction of wave propagation. The spreading will be based on this direction.
Location The water depth is 300. Create a location with data
for water as shown below.
Sesam – HydroD/Wadam workshop Global response analysis
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Frequency domain condition A frequency domain condition is created by
selecting a previously defined direction set and frequency set.
The wave amplitude option is valid for a Wasim analysis only, not for Wadam
Sea state Definition of the sea state to be used in the
drag linearization Give data as shown for the sea state:
- Sea state duration is 3 hours. Select spreading function and main heading by clicking the down-arrows next to the fields.
- Select a previously defined wave spectrum by clicking in the field and see that a down-arrow appears allowing the spectrum to be chosen. Notice the help text when positioning the mouse over the column header in the table.
Sesam – HydroD/Wadam workshop Global response analysis
Page 9 May13, 2012 © DNV Software. All rights reserved.
Hydro model The hydro model is, as we will see later, an
assembly of models. Create a floating hydro model.
The bottom part of the dialogue is not used in context of Wadam (only Stability and Wasim, as explained from the information symbols)
Morison model Browse to find the Morison model T2.FEM. This model is typically created in GeniE
Sesam – HydroD/Wadam workshop Global response analysis
Page 10 May13, 2012 © DNV Software. All rights reserved.
Morison section In this case the Morison elements will not
be part of a dual model. We will keep the diameter as defined on the T2.FEM file. The default values for the drag coefficients are kept.
When the Morison model is properly defined, it will be displayed
- This Morison model only covers the 2 braces
Sesam – HydroD/Wadam workshop Global response analysis
Page 11 May13, 2012 © DNV Software. All rights reserved.
Pressure area Pressure Area elements are used to provide
longitudinal loads for the 2D Morison elements. In this case these elements are employed to ensure
correct loading of the interface between the panel model and Morison model.
Click Generate All Automatic (do not click OK): - The diameter will be taken from the Morison
element cross section, i.e. diameter = 2. After the translation of the model, the waterline
is at Z = 0.
Pressure area element If the previous pressure area section is created
automatically, this step can be skipped - Click Next
If not, enter waterline = 0 and click
Generate All Automatic.
Sesam – HydroD/Wadam workshop Global response analysis
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Panel model Browse to find the panel model T1.FEM. The panel model is double-symmetric.
Loading conditions The Z-waterline is at z=13. It is also
possible to click Compute from mass to request the program to compute a waterline based balance of mass and displaced water.
Do not press Compute from mass this time
Sesam – HydroD/Wadam workshop Global response analysis
Mass model The mass model will be specified by first clicking
on Homogeneous Density Panel Model and then Fill from buoyancy
- Use the default distance of 3m between COB and COG - Replace all the very small numbers with 0 - Notice the different coordinate systems and the information from the light bulb. - The “COG Centered Coordinate System” is the default option
Page 13 May13, 2012 © DNV Software. All rights reserved.
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Sesam – HydroD/Wadam workshop Global response analysis
Page 14 May13, 2012 © DNV Software. All rights reserved.
Offbody points Offbody points may be used to either,
- define points at which to calculate wave pressures and wave particle velocities in Wadam. These results can later be post-processed in Postresp, or
- define a grid to represent the sea surface which can later be animated together with vessel RAOs in Xtract.
We will use the first option in Analysis 1 and the second option in Analysis 2
Offbody points (Analysis 1) Select ‘Specified’ and enter three points
in the Table, i.e.
- 0. 0. 0 - 27 0 0 - 0 27 0
- Z = 0 means the points are defined
in the free surface
These points will be used in further computations of air gap etc. in Postresp
Sesam – HydroD/Wadam workshop Global response analysis
Page 15 May13, 2012 © DNV Software. All rights reserved.
Create Run Fill in the various tabs as shown. Otherwise
accept default data.
Sesam – HydroD/Wadam workshop Global response analysis
Page 16 May13, 2012 © DNV Software. All rights reserved.
Create Run, continued
Sesam – HydroD/Wadam workshop Global response analysis
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Analysis Clicking the Last step button of the wizard opens
the dialog for running Wadam. Or, run the Wadam analysis by selecting WadamRun1in the dialog below to the right
Run the Wadam analysis by starting WadamRun1 in the Activity Monitor. View print file as shown below. If you have closed the dialog reopen it as shown to the right.
The print-out from Wadam should be checked with respect to, among other things, any warnings or errors and model properties such as mass and buoyancy data and motion characteristics.
The bottom line should read: P R O G R A M N O R M A L E N D
The result files are located in the WadamRun1 directory in the current workspace - Important files
- wadam1.lis - G1.sif
After a successful Wadam run, the next typical steps are to use the postprocessors Postresp – for statistical results – and Xtract – for animation of motions
Sesam – HydroD/Wadam workshop Global response analysis
Page 18 May13, 2012 © DNV Software. All rights reserved.
Exit HydroD
Exit HydroD by using the Exit button in the upper right corner. Remember to save the database.
Save “Clean JS file” Use “File – Save Clean JS” to create a good backup
file for the model. This is a good habit when leaving a workspace. Even if all commands are saved in a sequential JS file, which may also be used as an input file, the “Clean” JS file is a lot better for backup etc. This file may be used to recreate the current workspace, without remembering the history, such as deleted and changed items etc.
The Save Report function could be tested as well - Select the HTML type, then click the
View button to see it