Ivar KJELBERG
                                                                                                                                                    COMSOL Multiphysics(r) fan, retired, former "Senior Expert" at CSEM SA (CH)
                                                         
                            
                         
                                                
    
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                                                Posted:
                            
                                1 decade ago                            
                            
                                02.12.2011, 16:16 GMT-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                            
                            
                                04.12.2011, 15:57 GMT-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....
--
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