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Boundary conditions for identity pairs
Posted Mar 23, 2011, 4:18 a.m. EDT Materials, Parameters, Variables, & Functions, Structural Mechanics Version 4.1 2 Replies
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Hi
I'm trying to use an idendity pair to connect to parts in an assembly but can't get it to work as intended.
To illustrate the concept I've included a simple model. The model consists of a simple-simple supported beam with a evenly distrubuted load that consist of two "layers". I want the boundary between the two "layers" to transfer loads in the z-direction only and not to transfer shear forces in the plane.
In other words i want the moment of inertia of the beam to be I=1/12*w*(h1^3+h2^3) and not I=1/12*w*(h1+h2)^3 which is the case if a union is formed of the two parts.
Initially I thought I could use a "Roller" boundary condition but it seems to be fixed in a non deformed coordinate system.
If anybody has any suggestions please let me know.
Best regards,
Per
I'm trying to use an idendity pair to connect to parts in an assembly but can't get it to work as intended.
To illustrate the concept I've included a simple model. The model consists of a simple-simple supported beam with a evenly distrubuted load that consist of two "layers". I want the boundary between the two "layers" to transfer loads in the z-direction only and not to transfer shear forces in the plane.
In other words i want the moment of inertia of the beam to be I=1/12*w*(h1^3+h2^3) and not I=1/12*w*(h1+h2)^3 which is the case if a union is formed of the two parts.
Initially I thought I could use a "Roller" boundary condition but it seems to be fixed in a non deformed coordinate system.
If anybody has any suggestions please let me know.
Best regards,
Per
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2 Replies Last Post Mar 24, 2011, 2:36 a.m. EDT