Maxima - Examples for using the Maxima Plugin - Messaggi
#61 Pubblicato: 06/06/2014 15:14:23
BTW, you also can use ODE.2, a wrapper for ode2, with preprocessing of the equation switched off.
Also, you can specify the initial conditions in Solve using Davide's at().
Thank you, just forgot about it out and found it afterwards.
Regards,
Radovan
When Sisyphus climbed to the top of a hill, they said: "Wrong boulder!"
#62 Pubblicato: 08/06/2014 20:28:13
Yet another example from the maxima discussion list. It demonstrates use and limitations of the solver function Solve().
Example Maxima cross.sm
Example Maxima cross.sm
Technische Mechanik mit SMath Studio: https://link.springer.com/book/10.1007/978-3-658-50592-9
#63 Pubblicato: 03/08/2014 07:45:44
The Maxima draw package has an experimental interface to the VTK visualization toolkit. It provides high performance 3D rendering.
Objects and options are very similar to those of the Gnuplot interface in the commands Draw2D() and Draw3D().
The current state of the Maxima plugin allows you to play around with VTK. Some limitations apply:
- The interactive viewer is opened as a separate window (not embedded in the sheet)
- The Maxima plugin does not wait for the viewer to be closed but gives up after some short time.
- Any SMath action while the viewer is open can generate a crash.
Objects and options are very similar to those of the Gnuplot interface in the commands Draw2D() and Draw3D().
The current state of the Maxima plugin allows you to play around with VTK. Some limitations apply:
- The interactive viewer is opened as a separate window (not embedded in the sheet)
- The Maxima plugin does not wait for the viewer to be closed but gives up after some short time.
- Any SMath action while the viewer is open can generate a crash.
Technische Mechanik mit SMath Studio: https://link.springer.com/book/10.1007/978-3-658-50592-9
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Radovan Omorjan 03/08/2014 10:44:00
#64 Pubblicato: 03/08/2014 08:30:13
Another example
vtk1.sm
vtk1.sm
Technische Mechanik mit SMath Studio: https://link.springer.com/book/10.1007/978-3-658-50592-9
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Radovan Omorjan 03/08/2014 10:44:00
#65 Pubblicato: 03/08/2014 11:24:12
Thank you Martin with keeping this up 
I just played a bit (see the picture, please). I suppose this will be improved and I wish you all the best of luck in your efforts.
In the case I did not do something wrong here, but it seems that my example produces additional gnuplot windows.
Regards,
Radovan
probavtk.sm
I just played a bit (see the picture, please). I suppose this will be improved and I wish you all the best of luck in your efforts.
In the case I did not do something wrong here, but it seems that my example produces additional gnuplot windows.
Regards,
Radovan
probavtk.sm
When Sisyphus climbed to the top of a hill, they said: "Wrong boulder!"
#66 Pubblicato: 04/08/2014 15:53:01
In the case I did not do something wrong here, but it seems that my example produces additional gnuplot windows.
This is related to issue SS-189. Maxima is restarted and the plugin retries to execute the command. However, in the new Maxima process, the variable draw_renderer has the default value (gnuplot) instead of VTK.
Technische Mechanik mit SMath Studio: https://link.springer.com/book/10.1007/978-3-658-50592-9
#67 Pubblicato: 06/08/2014 17:15:17
If the image file format is set to png, then the plot functions provide enhanced text capabilities now. See the attachment.
Section Maxima Draw2D3D enhanced.sm
Section Maxima Draw2D3D enhanced.sm
Technische Mechanik mit SMath Studio: https://link.springer.com/book/10.1007/978-3-658-50592-9
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Radovan Omorjan 07/08/2014 02:26:00
#68 Pubblicato: 25/08/2014 17:25:27
Here comes life to the gradient symbol of the functions extensions plugin.
Technische Mechanik mit SMath Studio: https://link.springer.com/book/10.1007/978-3-658-50592-9
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frapuano 29/01/2017 11:07:00, Davide Carpi 25/08/2014 18:20:00, Radovan Omorjan 26/08/2014 01:28:00, Andrey Ivashov 26/08/2014 09:07:00
#69 Pubblicato: 15/09/2014 09:11:34
In the attached sheet you find the construction of the element stiffness matrix and the element load vector for a shear-stiff plane horizontal beam finite element as used in this example.
Technische Mechanik mit SMath Studio: https://link.springer.com/book/10.1007/978-3-658-50592-9
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IVR 26/01/2017 19:02:00
#70 Pubblicato: 05/02/2015 07:54:32
Example for beam calculation using separate integration intervals.
Hello,
I tried to use this method on a simple case with triangular distributed load.
I got the correct results for V and M moment but not for w and rotation (file1).
Using the same equations but divided into two separate systems ( equilibrium and elastic line) the result is correct (file 2)
anyone can give me any suggestions?
sergio
file2.sm
#71 Pubblicato: 18/01/2017 13:00:15
This example produces Asby material property charts. The data has been taken from the online ressources for Buchmayr 2002. Besides the Maxima plugin and it's drawing functions this program also demonstrates the use of varous plugins by Davide (ComboBox List, DataExchange, Checkbutton List)
It was posted already 3 years ago, works with the current SMath+Maxima version (no symbolics involved). Just cosmetic changes (output as PNG instead of SVG)
Werkstoffdiagramme.zip
It was posted already 3 years ago, works with the current SMath+Maxima version (no symbolics involved). Just cosmetic changes (output as PNG instead of SVG)
Werkstoffdiagramme.zip
Technische Mechanik mit SMath Studio: https://link.springer.com/book/10.1007/978-3-658-50592-9
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