  | Mihaylov, B., & Franssen, R. (2024). Kinematics-Based Model for Shear-Dominated Wall-Type Bridge Piers Strengthened with UHPFRC. In Ultra-High Performance Concrete and High Performance Building Materials for Sustainable Construction. HiPerMat.  Peer reviewed |
  | Mihaylov, B., & Franssen, R. (February 2023). Modeling the behavior of shear-dominated walls retrofitted with ultra high-performance fiber-reinforced concrete jackets. Structural Concrete, 24 (1), 956 - 971. doi:10.1002/suco.202100633 Peer Reviewed verified by ORBi |
 | Franssen, R., Guner, S., & Mihaylov, B. (28 March 2022). Numerical Modeling of UHPC Bridge Elements Including Strain-Hardening and -Softening Behaviors [Paper presentation]. American Concrete Institute Spring 2022 Convention. Editorial reviewed |
 | Franssen, R., Courard, L., & Mihaylov, B. (2021). Shear Behavior of Reinforced Concrete Walls Retrofitted with UHPFRC Jackets. ACI Structural Journal, 118 (5), 149-160. doi:10.14359/51732825 Peer Reviewed verified by ORBi |
 | Franssen, R., Guner, S., Courard, L., & Mihaylov, B. (2021). Numerical Modelling Approach for UHPFRC Members Including Crack Spacing Formulations. Engineering Structures, 238, 112179. doi:10.1016/j.engstruct.2021.112179 Peer Reviewed verified by ORBi |
Franssen, R., Langer, M., Courard, L., & Mihaylov, B. (2020). Analysis of the Behaviour of Bridge Piers Retrofitted with UHPFRC Jackets. In B. Middendorf, E. Fehling, ... A. Wetzel, Proceedings of HiPerMat 2020 5th International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials (pp. 49-50). Peer reviewed |
 | Franssen, R. (2020). Rehabilitation and Strengthening of Bridge Piers with Ultra-High Performance Fibre-Reinforced Concrete Materials [Doctoral thesis, ULiège - Université de Liège]. ORBi-University of Liège. https://orbi.uliege.be/handle/2268/250921 |
Franssen, R., Courard, L., & Mihaylov, B. (2019). Renforcement en cisaillement de piles de pont de type voile avec chemisage en BFUP. In E. Brühwiler, C. Oesterlee, ... D. Redaelli, 3ème Journée d'étude, 24 octobre 2019 BÉTON FIBRÉ ULTRA-PERFORMANT concevoir, dimensionner, construire. Peer reviewed |
 | Franssen, R., Courard, L., & Mihaylov, B. (2019). Réhabilitation et Renforcement de Piles de Pont avec du Béton Fibré à Ultra-Haute Performance [Paper presentation]. Ultra High Performance Concrete Bruxelles, Bruxelles, Belgium. |
 | Franssen, R., Guner, S., Courard, L., & Mihaylov, B. (2019). Response simulation of UHPFRC members. In BEtter, Smarter, Stronger Proceedings for the 2018 fib Congerss held in Melbourne. Peer reviewed |
 | Mihaylov, B., & Franssen, R. (2018). Three-parameter kinematic approach for shear behaviour of short coupling beams with conventional reinforcement. fib Bulletin, 85. Peer reviewed |
 | Franssen, R., Guner, S., Courard, L., & Mihaylov, B. (2018). A study on the numerical modelling of UHPFRC-strengthened members. In M. G. Alexander, H. Beushausen, F. Dehn, ... P. Moyo, International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2018). doi:10.1051/matecconf/201819909001 Peer reviewed |
 | Mihaylov, B., & Franssen, R. (2017). Macro-Kinematic Approach for Shear Behaviour of Short Coupling Beams with Conventional Reinforcement. In High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium. doi:10.1007/978-3-319-59471-2_133 Peer reviewed |
 | Mihaylov, B., & Franssen, R. (2017). Shear-flexure interaction in the critical sections of short coupling beams. Engineering Structures. doi:10.1016/j.engstruct.2017.09.024 Peer Reviewed verified by ORBi |
 | Mihaylov, B., & Franssen, R. (06 September 2016). Three-Parameter Kinematic Approach for Shear Behaviour of Short Coupling Beams with Conventional Reinforcement [Paper presentation]. fib WP 2.2.1 Workshop on Beam Shear, Zurich, Switzerland. |