A Numerical-Experimental Study on chemo-mechanical degradation of COncrete sewer Pipes
Duration
September 2017 - August 2023Partners
Project Manager
The current design practice of sewer systems is not sufficient to capture the effects of the chemical processes induced by the aggressive nature of wastewater on the mechanical response, leading to the premature failure of the concrete sewer pipes. In this project, an advanced numerical model for the coupled chemo-mechanical response of concrete sewer systems subjected to chemical degradation is being developed. This will enable to model the occurring chemical reaction, the formation of reaction products and their effect on the degradation of mechanical properties of the pipes. The model will be verified and calibrated extensively by large-scale loading tests and by measuring the chemo-mechanical deterioration of old sewer pipes, accounting for the effects of several environmental conditions. The obtained results of the approach will be translated into guidelines for the condition assessment of existing infrastructure and durability design rules towards a performance-based design approach.
Project Related Publications
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A chemo-mechanical model for biogenic sulphide corrosion of concrete
Cement and Concrete Research (2022) -
Experimental analysis of concrete sewer pipes: load bearing capacity and sulphuric acid attack
(2019) -
Numerical modeling of biogenic sulfide corrosion in concrete sewer pipes
21st Engineering Mechanics Symposium (2018) -
Numerical modeling of biogenic sulphide corrosion in concrete sewer pipes
11th International Conference on Urban Drainage Modelling (2018)
Our Partners
Researchers involved in this project
The current design practice of sewer systems is not sufficient to capture the effects of the chemical processes induced by the aggressive nature of wastewater on the mechanical response, leading to the premature failure of the concrete sewer pipes. In this project, an advanced numerical model for the coupled chemo-mechanical response of concrete sewer systems subjected to chemical degradation is being developed. This will enable to model the occurring chemical reaction, the formation of reaction products and their effect on the degradation of mechanical properties of the pipes. The model will be verified and calibrated extensively by large-scale loading tests and by measuring the chemo-mechanical deterioration of old sewer pipes, accounting for the effects of several environmental conditions. The obtained results of the approach will be translated into guidelines for the condition assessment of existing infrastructure and durability design rules towards a performance-based design approach.