How to apply shear stresses restraint
How to apply shear stresses restraint
(OP)
Hi all,
I have a problem on how to set the boundary conditions in Abaqus by restraining the shear stresses, i.e. how to set τxy and τyz = 0. Please let me know on how to solve this problem.
Many thanks for any feedback.
I have a problem on how to set the boundary conditions in Abaqus by restraining the shear stresses, i.e. how to set τxy and τyz = 0. Please let me know on how to solve this problem.
Many thanks for any feedback.





RE: How to apply shear stresses restraint
------------
See FAQ569-1083: Asking questions the smart way on Eng-Tips fora for details on how to make best use of Eng-Tips.com
RE: How to apply shear stresses restraint