algorithmic modeling for Rhino

Karamba3D

Information

Karamba3D is a parametric structural engineering tool which provides accurate analysis of spatial trusses, frames and shells.

Current Version: 1.3.2 (July 9 2019)

Website: http://www.karamba3d.com
Location: Vienna
Members: 1119
Latest Activity: yesterday

Karamba3D is an interactive, parametric finite element program. It lets you analyze the response of 3-dimensional beam and shell structures under arbitrary loads.

Karamba3D is being developed by Clemens Preisinger in cooperation with Bollinger und Grohmann ZTGmbH in Vienna.

Download a free trial now! Licenses for educational or commercial purposes can be purchased at www.karamba3d.com/buy.

downloads, manual:

https://manual.karamba3d.com/ or

www.food4rhino.com/app/karamba3d

examples (for Karamba3D 1.3.2):

www.karamba3d.com/examples/

release notes:
www.grasshopper3d.com/group/karamba3d/page/new-features-and-bug-fixes

scripting guide & examples:

https://www.karamba3d.com/download/#manual

repository with unit tests:

https://github.com/karamba3d/K3D_tests

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

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

This grasshopper discussion forum is no longer maintained - please post all questions on the McNeel Forum. Thank you

Discussion Forum

Masonry structures 5 Replies

Hi,I would like to ask about masonry structures in Karamba. Description mentions only beam and shells however is that possible to simulate brick walls or reinforcement walls in case of core of a tall…Continue

Started by Onrender. Last reply by Michael Fluer yesterday.

Peut-on rester objectif après une série de pertes ? 1 Reply

Après plusieurs pertes, il devient difficile de garder une approche rationnelle. L’envie de récupérer rapidement l’argent perdu peut influencer les décisions. Cette réaction émotionnelle conduit…Continue

Started by yogamaja. Last reply by yogamaja Feb 26.

von Mises stress deviation in shells 2 Replies

For verification purposes in designing a large concrete dome I've compared the von Mises stress between the Karamba Utilization component (multiply the output by the yield stress) and the…Continue

Tags: mises, von, shell, karamba

Started by Reese. Last reply by Michael Fluer Feb 16.

Verified site about Soplayer 4 Replies

Could you please advise me on reliable online sources where I can find comprehensive information about Soplayer? I'm specifically seeking a website that is both verified and unbiased. Furthermore,…Continue

Started by yogamaja. Last reply by yogamaja Jan 22.

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Comment Wall

Comment

You need to be a member of Karamba3D to add comments!

Comment by Marco Pellegrino on September 12, 2016 at 10:28am: Hi All!

does anyone know how to make this kind of image?

I saw different image like this made from Robert ( Hi Robert ) but I wasn't able.

Best,

Marco

Comment by Karamba3D on July 8, 2016 at 3:14am: Hi all!

Karamba 1.2.0 is now available! The latest release contains a new solver that is twice as fast and uses less memory. New components such as the BESO for Shells and Deformation Energy have been introduced. The entire list of updates and bug-fixes can be found at http://www.grasshopper3d.com/group/karamba/page/new-features-and-bu.... Look out for some new examples coming soon.

It can be downloaded from our website or from food4rhino. Enjoy!

Your Karamba Team

Comment by Karamba3D 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 Karamba3D 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?