Grasshopper

algorithmic modeling for Rhino

hi there,

for understanding the karamba shell components i investigate load on a simple dome (half a sphere).

i want to figure out where to place tension elements (like tension cables or fibres)

one would expect to put them into the lower part of the dome ( just self weight for simplicity) 

http://shells.princeton.edu/images/BFigure8.png

i have problem to understand the renderings of the shellView component.

could someone explain difference between princ. stress 1/2 and why stress is also displayed in the top section of the dome (princ.stress 1 plot)

maybe because its not a rotated catenary ?

is it also possible to get out vectors of the shellView component.

thank you !

Views: 1065

Attachments:

Replies to This Discussion

Hi Pyrit,

the principal stresses are the minimum and maximum normal in-plane stresses in a point of a shell structure.

Why should there be no stress in the top section of the shell?

Use the 'Principal Stress Directions on Shells'-component to get vectors as result.

Best,

Clemens

ok thanks, stress is for tensile and compressional forces...

So one more question,

if i want to strenghten a shell structure with rod like elements ( i would like to investigate reed )

i should use the principal stressLinesOnShells component and prinicpalForceDirectionsOnShells component to figure out their best location. for the most simple cases its clear what compression and what tensile is but is there exact way to tell (N1 or N2)

thy !

The principal stress lines on shells indicate the best orientation for reinforcing elements.

If bending moments are small you could use the directions and values of the first principal in-plane normal forces: the former is returned by the  'PrincipalForceDir'-component, the latter via the 'Shell Forces'-component.

Best,

Clemens

RSS

About

Translate

Search

Photos

  • Add Photos
  • View All

© 2024   Created by Scott Davidson.   Powered by

Badges  |  Report an Issue  |  Terms of Service