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Hello,
I would like to model massive prestressed concrete column. I wanted to model column as volume elements and tendons as beam elements. I spoke about it shortly with support and understood that RFEM 5 does not have 1D elements which can imitate bonded tendons. Until now we modeled such structures in SAP2000 but would like to switch to RFEM.
Maybe someone had similar case and can share his experience.
Best regards,
zarata
Â
I would like to model massive prestressed concrete column. I wanted to model column as volume elements and tendons as beam elements. I spoke about it shortly with support and understood that RFEM 5 does not have 1D elements which can imitate bonded tendons. Until now we modeled such structures in SAP2000 but would like to switch to RFEM.
Maybe someone had similar case and can share his experience.
Best regards,
zarata
Â