ADAPTIVE MAINTENANCE STRATEGIES FOR REINFORCED CONCRETE BUILDINGS UNDER COLD-CLIMATE EXPOSURE CONDITIONS

Reinforced concrete buildings in northern climates experience interacting deterioration mechanisms that cannot be managed adequately through calendar-based inspection alone. Seasonal moisture accumulation, freezing and thawing, de-icing salt exposure, thermal movement, and localized defects in drainage or protective finishes generate strongly uneven patterns of damage. This conceptual and comparative study develops an adaptive maintenance framework that connects exposure classification, evidence from building inspections, uncertainty in deterioration mechanisms, and intervention planning. Particular attention is given to occupied buildings in Estonia and comparable Baltic and northern European environments. A qualitative decision architecture is proposed in which inspections are intensified when observable indicators alter the estimated likelihood or consequence of deterioration, while repair strategies are chosen according to the mechanism rather than the visibility of the defect. Three structured matrices explain exposure pathways, diagnostic evidence, and maintenance decision criteria. The analysis distinguishes physical condition, structural significance, and operational disruption, and identifies practical controls for avoiding unnecessary intrusive repairs. The resulting framework supports transparent, auditable maintenance decisions without claiming a calibrated predictive model or reporting new field measurements.

Authors

Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2026-11-03
DOI
https://doi.org/10.5281/zenodo.23963018
Primary Topic
Concrete Corrosion and Durability
Type
article
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article

ADAPTIVE MAINTENANCE STRATEGIES FOR REINFORCED CONCRETE BUILDINGS UNDER COLD-CLIMATE EXPOSURE CONDITIONS

Rasmus Vaher, Kertu Saluveer
Zenodo (CERN European Organization for Nuclear Research)
Concrete Corrosion and Durability
article

ADAPTIVE MAINTENANCE STRATEGIES FOR REINFORCED CONCRETE BUILDINGS UNDER COLD-CLIMATE EXPOSURE CONDITIONS

Rasmus Vaher, Kertu Saluveer
article en

Abstract

Reinforced concrete buildings in northern climates experience interacting deterioration mechanisms that cannot be managed adequately through calendar-based inspection alone. Seasonal moisture accumulation, freezing and thawing, de-icing salt exposure, thermal movement, and localized defects in drainage or protective finishes generate strongly uneven patterns of damage. This conceptual and comparative study develops an adaptive maintenance framework that connects exposure classification, evidence from building inspections, uncertainty in deterioration mechanisms, and intervention planning. Particular attention is given to occupied buildings in Estonia and comparable Baltic and northern European environments. A qualitative decision architecture is proposed in which inspections are intensified when observable indicators alter the estimated likelihood or consequence of deterioration, while repair strategies are chosen according to the mechanism rather than the visibility of the defect. Three structured matrices explain exposure pathways, diagnostic evidence, and maintenance decision criteria. The analysis distinguishes physical condition, structural significance, and operational disruption, and identifies practical controls for avoiding unnecessary intrusive repairs. The resulting framework supports transparent, auditable maintenance decisions without claiming a calibrated predictive model or reporting new field measurements.

Zenodo (CERN European Organization for Nuclear Research)
Openalex Percentile: Top 20%
Concrete Corrosion and Durability
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