Difference beam type 18 and beam type 3
Hello,
I would like to know what kind of beam I should use for my simulation and I struggle to find the differences between the P18_INT_BEAM and the P3_beam. I saw that in bending, the bigger the deformation get, the bigger differences are between the two kinds of beam. Could somebody give me more informations about that ?
Regards,
Camille
Answers
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Hi Camille
Did you check online Radioss help regarding the same?
According to the doc, if you are simulating bending then Type 3 beam is preferred
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Hi,
Thank you for your anwser, yes I already checked it. It give an idea but I wanted to find more details about it, in the theory manual for example but I didn't find more explainations or case of usage. I would like to know which type of beam I should use to simulate lattices structures. Is there any other document about it ?
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Hi,
Please review the User Guide, Explicit Structural Finite Element Analysis, Finite Elements, Beam Elements (/PROP/BEAM, /PROP/INT_BEAM)
Also the comments in Reference guide for /PROP/INT_BEAM.
The /PROP/INT_BEAM works fine for bending. The use of several integration points in the section allows to get an elasto-plastic model in which von Mises criteria is written on each integration point and the section can be partially plastified unlike the classical beam element (/PROP/BEAM).
For lattice structures, you need to decide if you need the extra accuracy of the /PROP/INT_BEAM beam or if /PROP/BEAM will be accurate enough.
Thanks,
Andy
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