algorithmic modeling for Rhino
Hello, everyone,
I'm using Karamba to construct a simplied model consisted of beams with infinite flexural stiffness. So, my question is: the "LineToElement" is Euler beam or Timoshenko beam? Is it capable of considering shear deformation of line elements?
Thank you
Xiao
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Hello Xiao,
the beam elements in Karamba3D are shear deformable according to the Timoshenko beam-theory.
Best,
Clemens
Hello, Clemens. Thank you so much for your reply. So if I want to consider a beam element with no shear deformation, I just need to set the "G" parameter in "Material Properties" components to infinite, right?
Hello Lucas,
in Karamba3D 1.3.0 you can set the transverse shear modulus G3 of a material to a large value (e.g. 1E10) in order to avoid shear deformations.
Alternatively set the shear areas Az and Ay of the beam cross section to a large value via the 'Modify Cross Section'-component. The 'Ay' and 'Az' inputs can be found in the sub-menu 'Deformation'.
Best,
Clemens
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