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Singularity point (corner) between two contentious BC gives convergence problem.
Posted 8 sept. 2015, 09:29 UTC−4 Mesh, Modeling Tools & Definitions, Parameters, Variables, & Functions, Structural Mechanics Version 5.1 3 Replies
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Dear Comsol users,
I am trying to solve the following time dependent, 2D mechanical model:
A Visco-elasto-plastic crust of 200km x 30km is pushed from its right and bottom boundary (vx = -0.8 mm/yr) against a fixed (left) boundary (the backstop).
-=Geometry=-
---------------------------------------------------------------------
Sediment (Thickness=5km)
---------------------------------------------------------------------
Salt (T=1km)
---------------------------------------------------------------------
Basement (T=14km)
--------------------------------------------------------------------
-=BC=-
Top is an open boundary.
Left is fixed in y and x.
Right and bottom boundary: Vx= -0.8 mm/yr (compression velocity) and Vy =0.
My model is running well until a certain time, when plastic deformation just blows up at the left bottom corner. My first guess to explain this problem is the conflict between the left BC(fixed in y and x ) and bottom BC (fixed in y but moving at with a velocity of -0.8 mm/yr in x). Indeed, the left bottom node will move at the speed of 0.8 mm/yr toward the left, whereas the node just above is completely fixed in both direction. This implies that the element in between those two nodes is highly deformed and gives crazy plastic deformation to finally stop the model.
I was wondering what i should do to get around this problem at the left bottom corner, in order to allow my model to finish the computation (or at least, run for a bit longer)?
I upload the model in case you need more details.
Thank you in advance.
Rémi
I am trying to solve the following time dependent, 2D mechanical model:
A Visco-elasto-plastic crust of 200km x 30km is pushed from its right and bottom boundary (vx = -0.8 mm/yr) against a fixed (left) boundary (the backstop).
-=Geometry=-
---------------------------------------------------------------------
Sediment (Thickness=5km)
---------------------------------------------------------------------
Salt (T=1km)
---------------------------------------------------------------------
Basement (T=14km)
--------------------------------------------------------------------
-=BC=-
Top is an open boundary.
Left is fixed in y and x.
Right and bottom boundary: Vx= -0.8 mm/yr (compression velocity) and Vy =0.
My model is running well until a certain time, when plastic deformation just blows up at the left bottom corner. My first guess to explain this problem is the conflict between the left BC(fixed in y and x ) and bottom BC (fixed in y but moving at with a velocity of -0.8 mm/yr in x). Indeed, the left bottom node will move at the speed of 0.8 mm/yr toward the left, whereas the node just above is completely fixed in both direction. This implies that the element in between those two nodes is highly deformed and gives crazy plastic deformation to finally stop the model.
I was wondering what i should do to get around this problem at the left bottom corner, in order to allow my model to finish the computation (or at least, run for a bit longer)?
I upload the model in case you need more details.
Thank you in advance.
Rémi
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3 Replies Last Post 10 sept. 2015, 01:47 UTC−4