M. Imran Rafiq
- Modelling chloride ingress into in‐service cracked reinforced concrete structures exposed to de‐icing salt environment and climate change: Part 1. In: Structural Control and Health Monitoring, v. 29, n. 10 (13 September 2022). (2022):
- Impact of climate change on the carbonation in concrete due to Carbon Dioxide ingress: Experimental Investigation and Modelling. In: Journal of Building Engineering, v. 44 (December 2021). (2021):
- (2013): Spatial Characterisation of Chloride-induced Corrosion of Bars in Concrete. Presented at: IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013.
- Experimental investigation of the effects of aggregate size distribution on the fracture behaviour of high strength concrete. In: Construction and Building Materials, v. 150 (September 2017). (2017):
- A risk ranking strategy for network level bridge management. In: Structure and Infrastructure Engineering, v. 6, n. 6 (December 2010). (2010):
- Sensitivity of uncertainties in performance prediction of deteriorating concrete structures. In: Structure and Infrastructure Engineering, v. 2, n. 2 (June 2006). (2006):
- Bridge condition modelling and prediction using dynamic Bayesian belief networks. In: Structure and Infrastructure Engineering, v. 11, n. 1 (October 2015). (2015):
- Performance assessment of corroding RC beams using response surface methodology. In: Engineering Structures, v. 49 (April 2013). (2013):
- Finite element investigation of the structural response of corroded RC beams. In: Engineering Structures, v. 32, n. 9 (September 2010). (2010):