Hi All,
Is there any provision to assign the 0.2% proof stress in prestressing the anchors for a cable strand anchor model using Plaxis 2D?
In the property section all I can see is the EA and the |Fmax tens| & |Fmax comp| in the material data section and application of prestress value in the staged construction phases.
Please let me know you have any idea about it.
Thank you.
You need to calculate the prestressing force and apply the prestressing in the staged construction as you said.