Body load in nonlinear mechanics

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Hello, This is my first ever entry in the Discussion Forum, though I have been using the software since it was still Femlab 2.1 (circa 1998). I am trying to set up a nonlinear mechanic computation, where a body load at location (x,y,z) or material location (X,Y,Z), is defined as a function of the displacements (u,v,w) at that location (i.e. a function of u(X,Y,Z), v(X,Y,Z) and w(X,Y,Z)), and also (i.e. simultaneously) a function of the displacement at a different location (e.g. a function of u(X,Y,Z0), v(X,Y,Z0) and w(X,Y,Z0), where Z0 is a parameter). How do I go about this? Thank you, David


1 Reply Last Post 2024年1月9日 GMT-5 09:18
Henrik Sönnerlind COMSOL Employee

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Posted: 4 months ago 2024年1月9日 GMT-5 09:18

Say that you wanted the load to be proportional to the difference in displacement. Then, you could for example write a function of u-at3(X,Y,Z0,u).

Note, however, that any function of the displacement that couples different locations in the structure will fill in the stiffness matrix significantly. This may cause a problematic increase in solution time if the model is large. It may then be beneficial to use the nojac() operator, as in nojac(u-at3(X,Y,Z0,u)). Then, you do not get the stiffness matrix contributions, but as a tradeoff there will be more iterations since the stiffness matrix is not optimal.

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Henrik Sönnerlind
COMSOL
Say that you wanted the load to be proportional to the difference in displacement. Then, you could for example write a function of u-at3(X,Y,Z0,u). Note, however, that any function of the displacement that couples different locations in the structure will fill in the stiffness matrix significantly. This may cause a problematic increase in solution time if the model is large. It may then be beneficial to use the nojac() operator, as in nojac(u-at3(X,Y,Z0,u)). Then, you do not get the stiffness matrix contributions, but as a tradeoff there will be more iterations since the stiffness matrix is not optimal.

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