Climate-Responsive Modelling of Carbonation and Strength Degradation in Conventional and Sustainable Cementitious Composites: Experimental Validation for OPC Concrete

This study presents a physics-informed, climate-responsive model for predicting carbonation depth and compressive strength degradation in conventional and sustainable cementitious composites under real environmental exposure. The Semi-Theoretical Predictive Degradation (STPD) model couples hourly temperature, relative humidity, and CO2 concentration data with two-dimensional diffusion–reaction equations implemented in FEniCS. The model accounts for humidity-sensitive diffusivity, temperature-activated carbonation kinetics, and CO2 consumption via Langmuir decay. Experimental validation was performed on ordinary Portland cement (OPC) concrete specimens exposed for 30 days to climate profiles representative of Portugal (average 14.2 °C, RH 74%, CO2 ~417 ppm) and Slovakia (average 4.7 °C, RH 80%, CO2 ~414 ppm). Carbonation depth increased from 0 to 0.30 mm in Portugal and up to 0.15 mm in Slovakia, with corresponding predicted reductions in compressive strength relative to the corresponding uncarbonated reference of up to 25% and 14%, respectively. The STPD model accurately reproduced these trends, achieving RMSE values of 0.008 mm for carbonation depth and 1.55 MPa for compressive strength in OPC concrete. To assess the broader applicability of the framework, simulations were extended to fly ash/slag-blended, geopolymer, and biochar-containing concretes using material-specific parameters. Among the simulated systems, geopolymer concrete showed the highest predicted durability, with carbonation depths below 1 mm and strength loss below 10%. A degradation index combining carbonation depth and strength loss mapped high-risk zones near the exposed surface, particularly under warm and fluctuating climatic conditions. The model provides a transferable framework for climate-informed durability assessment, material selection, and the design of sustainable cementitious composites.

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Publication Details

Journal
Journal of Composites Science
Published
2026-08-25
DOI
https://doi.org/10.3390/jcs10090449
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.00

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article

Climate-Responsive Modelling of Carbonation and Strength Degradation in Conventional and Sustainable Cementitious Composites: Experimental Validation for OPC Concrete

Shashikant Chaturvedi, Ajitanshu Vedrtnam, Martin T. Palou, Kishor Kalauni
Journal of Composites Science
Concrete and Cement Materials Research
article

Climate-Responsive Modelling of Carbonation and Strength Degradation in Conventional and Sustainable Cementitious Composites: Experimental Validation for OPC Concrete

Shashikant Chaturvedi, Ajitanshu Vedrtnam, Martin T. Palou, Kishor Kalauni
article en

Abstract

This study presents a physics-informed, climate-responsive model for predicting carbonation depth and compressive strength degradation in conventional and sustainable cementitious composites under real environmental exposure. The Semi-Theoretical Predictive Degradation (STPD) model couples hourly temperature, relative humidity, and CO2 concentration data with two-dimensional diffusion–reaction equations implemented in FEniCS. The model accounts for humidity-sensitive diffusivity, temperature-activated carbonation kinetics, and CO2 consumption via Langmuir decay. Experimental validation was performed on ordinary Portland cement (OPC) concrete specimens exposed for 30 days to climate profiles representative of Portugal (average 14.2 °C, RH 74%, CO2 ~417 ppm) and Slovakia (average 4.7 °C, RH 80%, CO2 ~414 ppm). Carbonation depth increased from 0 to 0.30 mm in Portugal and up to 0.15 mm in Slovakia, with corresponding predicted reductions in compressive strength relative to the corresponding uncarbonated reference of up to 25% and 14%, respectively. The STPD model accurately reproduced these trends, achieving RMSE values of 0.008 mm for carbonation depth and 1.55 MPa for compressive strength in OPC concrete. To assess the broader applicability of the framework, simulations were extended to fly ash/slag-blended, geopolymer, and biochar-containing concretes using material-specific parameters. Among the simulated systems, geopolymer concrete showed the highest predicted durability, with carbonation depths below 1 mm and strength loss below 10%. A degradation index combining carbonation depth and strength loss mapped high-risk zones near the exposed surface, particularly under warm and fluctuating climatic conditions. The model provides a transferable framework for climate-informed durability assessment, material selection, and the design of sustainable cementitious composites.

Journal of Composites ScienceVol. 10(9)
Invertis University (IN), Slovak Academy of Sciences (SK), Institute of Construction and Architecture of the Slovak Academy of Sciences (SK)
Agentúra na Podporu Výskumu a Vývoja
Openalex Percentile: Top 16%
Concrete and Cement Materials Research
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