hi, I’ve found possible bug in units. 2.3.0
when calculating fixed end cantilever bending the reaction force was 100 times bigger than the FEA results. calculation results is 13.26 N FEA 0.1436 N.
beam length 6.3mm , 1.3mm, 5.5 mm. E=2100 MPa
It sounds more like a user mistake than a bug in units. How are you applying the load ? Can you share the model ?
Remember about this: Don't apply concentrated force load to surfaces
snap bend.pmx (1.4 MB)
The total reaction force in the simulation is:
Using simplified hand calcs (not accounting for the variable cross-section), I get 5.16 N.
I’m trying to calculate the force for bending the snap at this point the value is 0.14 N while the hand calculation is about 14 N
Don’t use the FORC field output for that. Instead, request history output of RF for the nodes where you want to measure the reaction force. It can be a reference point of the rigid body constraint or all nodes on the fixed face (then just set Totals to Only so that it gives you only the sum):
So, is the reaction force correct?
Since it is not a bug, I am moving this topic to General Questions.