Wagner Alessandro Pansera
- Theoretical model of correlation between ductility, degree of corrosion, and critical diameter of reinforcing bars under natural degradation. In: Journal of Building Pathology and Rehabilitation, v. 8, n. 1 (26 October 2022). (2022):
- New semiempirical temporal model to predict chloride profiles considering convection and diffusion zones. In: Construction and Building Materials, v. 367 (February 2023). (2023):
- Nonlinear regression using Gaussian-Lorentzian functions to empirical modeling of convective-diffusive chloride transport in concrete. In: Construction and Building Materials, v. 341 (July 2022). (2022):
- General model for service life analysis of reinforced concrete structures subject to chloride penetration. In: Construction and Building Materials, v. 305 (October 2021). (2021):
- Nondestructive Method for Estimation of Chloride Profiles: Correlation between Electrical Resistivity and Holliday-Empirical Equation. In: Journal of Construction Engineering and Management, v. 146, n. 10 (October 2020). (2020):
- Evaluation of chloride ion penetration through concrete surface electrical resistivity of field naturally degraded structures present in marine environment. In: Construction and Building Materials, v. 230 (January 2020). (2020):
- Chloride profile modeling contemplating the convection zone based on concrete structures present for more than 40 years in different marine aggressive zones. In: Construction and Building Materials, v. 198 (February 2019). (2019):