Henrik Sönnerlind
                                                                                                                                                    COMSOL Employee
                                                         
                            
                                                                                                                                                
                         
                                                
    
        Please login with a confirmed email address before reporting spam
     
    
 
                                                Posted:
                            
                                4 years ago                            
                            
                                2022年1月18日 GMT+8 15:17                            
                        
                        Updated:
                            
                                4 years ago                            
                            
                                2022年1月18日 GMT+8 15:18                            
                        
                        
                                                    Maybe it is even easer to apply the load on a small area that is not part of the geometry? Use a boundary load / face load with an expression like
10[MPa]*(X>X_min)*(X<X_max)*(Y>Y_min)*(Y<Y_max)
for a rectangular patch
or
10[MPa]*(((X-X_c)^2+(Y-Y_c)^2)<R_patch^2)
for a circular patch.
Note that when using mesh independent loads like this, it can be a good idea increase the integration order for the load; see the discussion in https://www.comsol.com/blogs/introduction-to-numerical-integration-and-gauss-points.
You can even distribute the force over the patch, like in the first example in https://www.comsol.com/blogs/how-to-make-boundary-conditions-conditional-in-your-simulation.
    -------------------
    Henrik Sönnerlind
COMSOL                                                
 
                                                
                            Maybe it is even easer to apply the load on a small area that is not part of the geometry? Use a boundary load / face load with an expression like
10\[MPa\]\*(X>X\_min)\*(XY\_min)\*(Y