Thank you for your reply, for my case the maximum force applied is 90KN, as you see in my model, I am applying four point bending, what is the force applied in this case in kN/m^2 or N /m^2?
@@kabindaex7047 In the Comsol model, the applied load is 50 kN/m^2, which corresponds to a line load of 15 kN/m. In my case, load applied is 90KN/m^2, in the case of the two linear supports, how can I convert it to N/m, did you check my model?
@@kabindaex7047 Thanks again for these files, regarding the applied load, I used in Edge Load 1 at N/m. In the deflection curve, I see the deflection from the simulation is low, I don't know if it is correct or there is a problem if I compare the case of the comsol model where the deflection is about 7mm for a 4m beam and 50kN load!!! Also, the variation of Plastic Strains for a bar is constant !.
all thanks for sharing information
Thank you for your reply, for my case the maximum force applied is 90KN, as you see in my model, I am applying four point bending, what is the force applied in this case in kN/m^2 or N /m^2?
Your are welcome. You can decide, remember that 1 kN/m^2 is equal to 1000 N /m^2. Just try to be consistent with your units.
@@kabindaex7047 In the Comsol model, the applied load is 50 kN/m^2, which corresponds to a line load of 15 kN/m.
In my case, load applied is 90KN/m^2, in the case of the two linear supports, how can I convert it to N/m, did you check my model?
@@MultiSaded
Clip and updated files are in this folder:
drive.google.com/drive/folders/1KQZ9MqyeJPCQD4sMjbCk71u6X-NMMYsx?usp=sharing
@@kabindaex7047 Thanks again for these files, regarding the applied load, I used in Edge Load 1 at N/m. In the deflection curve, I see the deflection from the simulation is low, I don't know if it is correct or there is a problem if I compare the case of the comsol model where the deflection is about 7mm for a 4m beam and 50kN load!!! Also, the variation of Plastic Strains for a bar is constant !.