Finite element modeling of pretensioned girders with end zone made of ultra-high-performance concrete (UHPC) and carbon fiber reinforced polymer (CFRP) bars

This dataset is associated with the journal paper entitled “Strategic use of ultra-high-performance concrete and carbon fiber reinforced polymer reinforcement for end zone design of prestressed girders” that can be found here: https://doi.org/10.1177/13694332231213. The paper concerns the use of UHPC to reduce end zone cracking in prestressed concrete girders. The finite element models have been calibrated with UHPC material tests as well as large-scale tests involving prestress transfer in concrete and UHPC beams. A strand-to-UHPC interface bond-slip law has been calibrated and included in the models. The ATENA-GiD software is required to access the finite element model files.