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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: 612
Latest Activity: 8 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

inter-storey drift

Hello,How Can I calculate inter-storey drift of the floors by Karamba?To calculate drift, I should have the displacement of stories, but Mesh Displacement is not possible by karamba.Continue

Started by hodjat alipoor 8 hours ago.

Karamba - user problems 145 Replies

please post here in case of karamba problems !Continue

Tags: problems, faq, karamba

Started by karamba. Last reply by karamba Feb 2.

new release coming soon? 1 Reply

Hi Clemens,You were mentioning at the DMSC workshop that a new release is on the way that would allow the users to be able to implement internal stresses take a look at these two discutions to see…Continue

Started by Andrei Raducanu. Last reply by karamba Jan 28.

Scripting - Shell Element 3 Replies

Hello,When I try to acess a ModelShell class in Karamba it returns me only one model with all the nodes indices. Is there a way that I can acess each mesh individually? I'm trying to do something…Continue

Started by Márcio Sartorelli. Last reply by karamba Jan 28.

Comment Wall

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

Comment by karamba on January 8, 2016 at 10:03am

New tutorials showing workflow between Karamba and Revit using Geometry Gym and Dynamo are up on our youtube and Grasshopper pages! The full definitions will follow shortly!

Comment by karamba on September 19, 2015 at 9:02am

Dear all,

in case of questions please open new discussions (see above). They are easier to find and to follow than entries on the comment wall.

Best,

Clemens

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 :

 
 
 

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