| Benefits of using 0.7 in.(18 mm) diameter strands in precast, pretensioned girders: A parametric investigation J Salazar, H Yousefpour, A Katz, RA Abyaneh, HS Kim, D Garber, ... PCI Journal 62 (6), 59-75, 2017 | 12 | 2017 |
| End-region behavior of pretensioned I-girders employing 0.7 in.(17.8 mm) strands J Salazar, H Yousefpour, RA Abyaneh, H Kim, A Katz, T Hrynyk, O Bayrak ACI Structural Journal 115 (1), 91-14, 2018 | 9 | 2018 |
| Shear Performance of Pretensioned Concrete I-Girders Employing 0.7 in.(17.8 mm) Strands. A Katz, H Yousefpour, H Kim, RA Abyaneh, J Salazar, T Hrynyk, O Bayrak ACI Structural Journal 114 (5), 2017 | 6 | 2017 |
| Modeling damage and failure in pretensioned concrete girders fabricated with large-diameter strands R Alirezaei Abyaneh, J Salazar, A Katz, HS Kim, H Yousefpour, T Hrynyk, ... Journal of Bridge Engineering 24 (8), 04019073, 2019 | 4 | 2019 |
| Computational Modeling of Prestress Transfer, End-region Cracks and Shear Behavior in Prestressed Concrete I-girders Employing Large-diameter Strands RA Abyaneh University of Texas, 2016 | 3 | 2016 |
| End-Region Behavior and Shear Strength of Pretensioned Concrete Girders Employing 0.7-in. Diameter Strands H Yousefpour, HS Kim, R Bonetti, RA Abyaneh, A Katz, A Longshaw, ... University of Texas at Austin. Center for Transportation Research, 2018 | 2 | 2018 |
| Computational modeling of prestress transfer, end-region cracks and shear behavior in prestressed concrete I-girders employing large-diameter strands R Alirezaei Abyaneh | 2 | 2017 |
