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karamba

Karamba is an interactiv, parametric finite element program for shell and beam structures.

Current Version: 1.1.0 (February 13th 2015)

Website: http://www.karamba3d.com
Location: Vienna
Members: 546
Latest Activity: 19 hours ago

karamba is an interactive, parametric finite element program. It lets you analyze the response of 3-dimensional beam and shell structures under arbitrary loads.

karamba is being developed by Clemens Preisinger in cooperation with Bollinger-Grohmann-Schneider ZTGmbH Vienna.

Download the free version for non-commercial use only. In case you want to purchase a commercial license contact us via info@karamba3d.com or read the manual for details.

 

download, manual:

http://www.karamba3d.com/downloads or

http://www.food4rhino.com/project/karamba

examples (require GH 0.9.0014):

http://www.karamba3d.com/category/examples/

update report/known bugs: 
http://www.grasshopper3d.com/group/karamba/page/new-features-and-bug-fixes

Here a beam structure based on stream-lines with bending moments:


 

More details, manual, examples and download ....

 

 

Discussion Forum

Mesh Breps component: how to get a better mesh 14 Replies

Hi everybody,I am trying to create a mesh for FEM shell analysis using Karamba's "Mesh Breps" component. I have a quite simple revolution surface I want to mesh, but the result I get has badyl…Continue

Tags: brep, mesh, fem

Started by Stefan. Last reply by Stefan 19 hours ago.

Supports with Springs 1 Reply

Hi All,we are trying to simulate the structural behaviour of a tunnel using a simple 2-dimensional model with Karamba.We would like to add supports with finite stiffness to simulate the contact…Continue

Started by Leonardo. Last reply by Pierre Lagrandmaison yesterday.

Utilization in a loop in a pythonscript 2 Replies

Hi everybody,I’m using pythonscript to calculate utilization in a loop, changing the crossection dimensions, but Utilization and displacement are not updated. Attached you can find the gh file with…Continue

Started by Gianpaolo Savio. Last reply by Gianpaolo Savio on Wednesday.

Seismic forces in Karamba

Heyall!How do you apply earthquake forces using Karamba? I'd be grateful if you can describe it and/or send an example file.Best,Aryan Continue

Tags: load, earthquake, Karamba, seismic

Started by Aryan Shahabian on Monday.

Comment Wall

Comment

You need to be a member of karamba to add comments!

Comment by Robert Vier on April 20, 2015 at 7:13am

Hi All, 

this is not the place for discussions, comes a bit unhandy.

Please move to the forums!

http://www.grasshopper3d.com/group/karamba/forum

Best

Rob

Comment by Andrei Raducanu on April 20, 2015 at 6:52am

Hi, Rafael! I did, but i didn't manage to get what i wanted. I used the prescribed displacement component with an input vector and a force acting on the points of the prescribed displacement hoping that once the amplitude of the vector is reached, the points don't move any further, but they di surpass the length of the vector...

Comment by Rafael Pastrana on April 20, 2015 at 5:23am

Hi Andrei, have you had a look to the "prescribed displacement" component? I guess this one will help you out with what you want. cheers, Rafael.

Comment by Andrei Raducanu on April 20, 2015 at 3:26am

Hi, Rafael,

The problem with this method is that the model won't consider internal stresses. The moving has to take place after the point is converted to a support variable.

Comment by Rafael Pastrana on April 20, 2015 at 3:19am

Hi Andrei,I guess you would need to move the point that defines the aforementioned support in order to do that.

Best,

Rafael

Comment by Andrei Raducanu on April 19, 2015 at 2:30pm

Hi all,

Is there a way to move supports by a certain distance in a certain direction?

(say i have a shell and i want to move one of its vertexes and see what stresses appear)

Comment by Elisa Cheung on April 19, 2015 at 9:15am

Clemens,

What do you mean by placing two elements in the same spot? Wouldn't that give me two separate beams? 

Comment by Andrei Raducanu on April 18, 2015 at 3:03pm

What I don't get is why in the simply supported plate and beam examples one of the ends doesn't move horizontally when the beam/plate gets bent.

It does have the freedom to do so and in order to keep the length constant it should do so, yet it doesn't. Please answer if You can

Comment by Andrei Raducanu on April 18, 2015 at 9:44am

Can curved folding simulations be done using Karamba?
Something along these lines :

Comment by karamba on April 15, 2015 at 12:03am

Elisa, you could try to place two elements in the same spot. One with, one without eccentricity and add corresponding loads to them.

Best, C.

 
 
 

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