Using DYNA6 to create boundary condition for Finite Element models
Using DYNA6 to create boundary condition for Finite Element models
(OP)
thread507-316950: Dynamic Foundation Analysis Programs
The referenced thread includes a reference by AMEC2004 to an approach for using DYNA6 to calculate damping and stiffness results that can be used as a boundary condition for a general finite element model of equipment or foundation sitting on soil.
Is there a document you can reference which describes a technique for doing this? The documentation in DYNA6 is a bit light.
The referenced thread includes a reference by AMEC2004 to an approach for using DYNA6 to calculate damping and stiffness results that can be used as a boundary condition for a general finite element model of equipment or foundation sitting on soil.
Is there a document you can reference which describes a technique for doing this? The documentation in DYNA6 is a bit light.





