Element size convergence
Altair Forum User
Altair Employee
Hi,
I have performed non linear quasi static (Bolt Pretension load) analysis for 3 element sizes
2mm
1mm
2mm localy refined with 0.5 mm
my results will be like
displacement 0.142,0.135,0.133 (decreasing when fining mesh size)
stress p1 major (advanced avg, corner data,no midside results)
that also (decreasing when fining mesh size)
Now my question is when decreasing element size the values must higher correct??
can u any one help me on this
its wrong or correct??
Regards,
Mohan
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Answers
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For almost FE software, when decreasing element size, displacement will decrease too, but the stress, in general, will increase.
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