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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...

petb, Thank u again for this helpful example. regards, Ahmed

Dear Petb, I used the example to create the function. I understood that i can change initial displacements from the the first step (by loading the function).IS this right ? or can this done with initial conditions (DOF) (It is a fixed value of DOF). Is Update Geom can be done after the first...

petb (Marine/Ocean); thank you very much that's what i was searching for regards, Ahmed

I will be grateful if you provide me with an example including the procedures. regards, Ahmed

thank you for your help, do you mean applying load out of buckling plan?.

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.