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Damping in Transient
Posted 09.02.2012, 12:24 GMT-5 4 Replies
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Hi,
It seems that in transient solid mechanics the damping is not taken into account. I tried to introduce a structural loss factor but whatever the value i put in the subnode "Damping" i still have the same results.
I also introduced a complex young modulus E*=E(1+i*eta_s) but i got the same results. Did you face this problem?? i'am on Comsol 4.2 and 4.2a
In frequency domaine evrything is ok!
Thanks
It seems that in transient solid mechanics the damping is not taken into account. I tried to introduce a structural loss factor but whatever the value i put in the subnode "Damping" i still have the same results.
I also introduced a complex young modulus E*=E(1+i*eta_s) but i got the same results. Did you face this problem?? i'am on Comsol 4.2 and 4.2a
In frequency domaine evrything is ok!
Thanks
4 Replies Last Post 24.06.2012, 17:50 GMT-4