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Irreversible cyclic cohesive zone model for prediction of mode I fatigue crack growth in CFRP-strengthened steel plates
Mohajer, M., Bocciarelli, M., Colombi, P., Hosseini, A., Nussbaumer, A., & Ghafoori, E. (2020). Irreversible cyclic cohesive zone model for prediction of mode I fatigue crack growth in CFRP-strengthened steel plates. Theoretical and Applied Fracture Mechanics, 110, 102804 (13 pp.). https://doi.org/10.1016/j.tafmec.2020.102804
Experimental investigation on the CFRP strengthening efficiency of steel plates with inclined cracks under fatigue loading
Aljabar, N. J., Zhao, X. L., Al-Mahaidi, R., Ghafoori, E., Motavalli, M., & Koay, Y. C. (2018). Experimental investigation on the CFRP strengthening efficiency of steel plates with inclined cracks under fatigue loading. Engineering Structures, 172, 877-890. https://doi.org/10.1016/j.engstruct.2018.06.074
Shear capacity assessment of posttensioned concrete girders strengthened with CFRP materials
Kotynia, R., Staśkiewicz, M., Michels, J., Czaderski, C., & Motavalli, M. (2018). Shear capacity assessment of posttensioned concrete girders strengthened with CFRP materials. In D. A. Hordijk & M. Luković (Eds.), High tech concrete: where technology and engineering meet (pp. 858-866). https://doi.org/10.1007/978-3-319-59471-2_100
Fatigue tests on UHM-CFRP strengthened steel plates with central inclined cracks under different damage levels
Aljabar, N. J., Zhao, X. L., Al-Mahaidi, R., Ghafoori, E., Motavalli, M., & Koay, Y. C. (2017). Fatigue tests on UHM-CFRP strengthened steel plates with central inclined cracks under different damage levels. Composite Structures, 160, 995-1006. https://doi.org/10.1016/j.compstruct.2016.10.122
Effect of crack orientation on fatigue behavior of CFRP-strengthened steel plates
Aljabar, N. J., Zhao, X. L., Al-Mahaidi, R., Ghafoori, E., Motavalli, M., & Powers, N. (2016). Effect of crack orientation on fatigue behavior of CFRP-strengthened steel plates. Composite Structures, 152, 295-305. https://doi.org/10.1016/j.compstruct.2016.05.033