Mr Ali Razmi Aghdam
Higher Degree by Research Candidate
School of Civil Engineering and Construction
College of Engineering and Information Technology
Research Aims
My research aims to reduce the environmental impact of the construction sector by exploring the development of mix designs that incorporate supplementary cementitious materials (SCMs) and alternative fillers, such as recycled aggregate (RA). While the immediate environmental benefits of these innovative concrete mixtures can be readily assessed, achieving a comprehensive view of sustainability necessitates accurate predictions of the service life of reinforced concrete elements.
The durability of reinforced concrete is significantly influenced by the infiltration of chloride ions, which can induce corrosion in the steel reinforcement, ultimately compromising the structural integrity and limiting the lifespan of a structure. Therefore, the reliable prediction of service life—and by extension, the whole-life sustainability of reinforced concrete structures—requires a precise understanding of the diffusion rates of chloride ions across various concrete mixtures.
I am deeply committed to environmental sustainability in reinforced concrete structures and and utilising fracture mechanics concepts to gain deeper insights into crack behavior and enhance the predictive modeling of reinforced concrete performance.
| Year | Citation |
|---|---|
| 2025 | Razmi, A., Bennett, T., Xie, T., & Visintin, P. (2025). A phenomenological model for chloride diffusion coefficient in concretes with traditional and blended binders and alternative fillers. Construction and Building Materials, 461, 139783-1-139783-19. |
| 2019 | Karimzadeh, H., Razmi, A., Imaninasab, R., & Esminejad, A. (2019). The influence of natural and synthetic fibers on mixed mode i/ii fracture behavior of cement concrete materials. Canadian Journal of Civil Engineering, 46(12), 1081-1089. Scopus15 |
| 2018 | Aliha, M. R. M., Razmi, A., & Mousavi, A. (2018). Fracture study of concrete composites with synthetic fibers additive under modes I and III using ENDB specimen. Construction and Building Materials, 190, 612-622. Scopus122 |
| 2018 | Razmi, A., & Mirsayar, M. M. (2018). Fracture resistance of asphalt concrete modified with crumb rubber at low temperatures. International Journal of Pavement Research and Technology, 11(3), 265-273. Scopus93 |
| 2018 | Mirsayar, M. M., Razmi, A., & Berto, F. (2018). Tangential strain-based criteria for mixed-mode I/II fracture toughness of cement concrete. Fatigue and Fracture of Engineering Materials and Structures, 41(1), 129-137. Scopus75 WoS66 |
| 2018 | Mirsayar, M. M., Razmi, A., Aliha, M. R. M., & Berto, F. (2018). EMTSN criterion for evaluating mixed mode I/II crack propagation in rock materials. Engineering Fracture Mechanics, 190, 186-197. Scopus174 WoS156 |
| 2017 | Razmi, A., & Mirsayar, M. M. (2017). On the mixed mode I/II fracture properties of jute fiber-reinforced concrete. Construction and Building Materials, 148, 512-520. Scopus152 WoS134 |
| 2017 | Aliha, M. R. M., Razmi, A., & Mansourian, A. (2017). The influence of natural and synthetic fibers on low temperature mixed mode I + II fracture behavior of warm mix asphalt (WMA) materials. Engineering Fracture Mechanics, 182, 322-336. Scopus166 WoS141 |
| 2016 | Mansourian, A., Razmi, A., & Razavi, M. (2016). Evaluation of fracture resistance of warm mix asphalt containing jute fibers. Construction and Building Materials, 117, 37-46. Scopus88 WoS79 |