Grasshopper

algorithmic modeling for Rhino

Is it possible to model a line/cuboid to behave like a beam

I want to introduce the load as applied on a real beam from a load-cell and feed it to grasshopper using firefly. 

Or in place of load, I can also input the displacement at a point of the real beam using an LVDT and feed it to grasshopper and my model beam in grasshopper should deflect as a whole. 

For this I need the ability to define atleast two points as supports and define the degree of fixity at these supports. 

I read the kangaroo manual but wasnt able to do it based on one reading. Will post my work, if I get something done. 

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This gives an approximation of bending in a simple beam.  It could be modified to allow for the shortening between support points that occurs when a beam deflects.  It could also be used to show real time deflection with a suitable sensory input but the accuracy of any values would have to be calibrated beyond what's being done here.

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Thanks Chris, 

This is exactly what I needed. 

I extended it to now simulate for two points on a rectangular beam. The simulation looks fine. 

Next, I tried to input geometry defined value of stiffness for the spring i.e. E*A/l, for different finite elements in this case can have different lengths and hence different stiffnesses. 

 

The simulation crashes, or doesnt output at all. What can be done to resolve this ?

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What I want to try next is to verify the simulation results with the exact results. 

So for the 3-point bending problem, for the real steel beam I have, I will apply some fixed value of load (say 5kgs) and read the displacement value (at say the mid-point) with an LVDT, and compare this displacement with what the grasshopper model. 

Can I view the physics/code behind Kangaroo, to see if it resembles anything like the theory of elasticity we read in Timoshenko ?

have you heard about karamba for gh? it is parametric finite elements and a.o. gives you the deformed shape / the deformed mesh of the cross section, with an incremental approach (no theory of 2nd order so far) also for larger deflections.

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