I'am working with ANSYS 9.00 for modiling concrte girder using solid65. I want to provide a failure criteria to use maximum strain value. and the crosponding results at this value at the postprocess stage. could you please provide an example or information about the procedures.
thank you...
I need a help to apply geometric imperfection in a steel girder by Ansys ...I use Ansys Classic ver 9.00 and want to apply initial out of plan deformations by an an equation equation(sinusoidal function)as an example to the nodes before run the analysis....could i have some helps?.
I have...
I need a help to apply geometric imperfection in a steel girder by Ansys ...I use Ansys Classic ver 9.00 and want to apply initial out of plan deformations by an an equation equation(sinusoidal function)as an example to the nodes before run the analysis....could i have some helps?.
I am dealing with modeling a composite section using these two kind of elements
and the output is in terms of stress. Can we produce the moment (Total) subjected to that section (like section-cut in sap & etabs as an example).
regards,
I'm trying to use ANSYS to model a composite steel(shell43)-concrete(solid65) beam using contact service (targe170 & conta173) and shear connectors(beam 189)- could you please provide me with some suggestion, recommendations and steps.
