Ivar KJELBERG
COMSOL Multiphysics(r) fan, retired, former "Senior Expert" at CSEM SA (CH)
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Posted:
1 decade ago
2 déc. 2011, 16:16 UTC−5
Hi
from my understanding, the buckling analysis is a transformed eigenvalue solver and hence gives only a "security factor" w.r.t an intial load, when buckling will occur.
The other way to load up to a buckling is to explicitely increase a load and record the displacement, or impose a displcement and record the reaction forces (use large deformation)
--
Good luck
Ivar
Hi
from my understanding, the buckling analysis is a transformed eigenvalue solver and hence gives only a "security factor" w.r.t an intial load, when buckling will occur.
The other way to load up to a buckling is to explicitely increase a load and record the displacement, or impose a displcement and record the reaction forces (use large deformation)
--
Good luck
Ivar
Please login with a confirmed email address before reporting spam
Posted:
1 decade ago
4 déc. 2011, 15:57 UTC−5
Hi
Please in an attempt to apply vary loads so i get the displacements in order to plot the graph i think i messed up the whole buckling analysis please help me i have to submit this to my lecturer on Tuesday 6th Dec. Please help me ....i have attached my analysis could you please check it out for me and really stuck....
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G A
Hi
Please in an attempt to apply vary loads so i get the displacements in order to plot the graph i think i messed up the whole buckling analysis please help me i have to submit this to my lecturer on Tuesday 6th Dec. Please help me ....i have attached my analysis could you please check it out for me and really stuck....
--
G A