Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Phase composition and Durability Assessment of 50-year-old Reinforced Concrete subjected to Natural and Accelerated Carbonation

View through CrossRef
Abstract This paper presents an investigation conducted on a 50-year-old structure in a composite climactic zone of India. The study comprises of two parts, one covering the comparison of long-term natural carbonation and short-term accelerated carbonation, while another reveals insight into the structure’s durability and potential concerns. Mineralogy, pore solution, and transport properties comparison of natural and accelerated carbonated concrete samples highlight similar modifications, demonstrating the representative nature of accelerated carbonation at 3% carbon dioxide concentration. Accelerated carbonation did, however, lead to preferred precipitation of calcite and higher degree of C-S-H carbonation. Additional investigations including core strength, carbonation depth measurements, half-cell potential analysis, resistivity, and corrosion rate measurements were also carried out. Findings from structural investigation indicate that carbonation coefficient shows a high variation within the structure and moisture is found to be main factor influencing the corrosion rate. Based on the results, recommendations on additional measurements are made, to better understand variations in carbonation rate. Visual inspections are seen to become crucial in the propagation phase, especially when half-cell potential and surface resistivity lie in the inconclusive range.
Springer Science and Business Media LLC
Title: Phase composition and Durability Assessment of 50-year-old Reinforced Concrete subjected to Natural and Accelerated Carbonation
Description:
Abstract This paper presents an investigation conducted on a 50-year-old structure in a composite climactic zone of India.
The study comprises of two parts, one covering the comparison of long-term natural carbonation and short-term accelerated carbonation, while another reveals insight into the structure’s durability and potential concerns.
Mineralogy, pore solution, and transport properties comparison of natural and accelerated carbonated concrete samples highlight similar modifications, demonstrating the representative nature of accelerated carbonation at 3% carbon dioxide concentration.
Accelerated carbonation did, however, lead to preferred precipitation of calcite and higher degree of C-S-H carbonation.
Additional investigations including core strength, carbonation depth measurements, half-cell potential analysis, resistivity, and corrosion rate measurements were also carried out.
Findings from structural investigation indicate that carbonation coefficient shows a high variation within the structure and moisture is found to be main factor influencing the corrosion rate.
Based on the results, recommendations on additional measurements are made, to better understand variations in carbonation rate.
Visual inspections are seen to become crucial in the propagation phase, especially when half-cell potential and surface resistivity lie in the inconclusive range.

Related Results

Machine learning of the mineralogical and chemical constituents’ influences on carbonation efficiency
Machine learning of the mineralogical and chemical constituents’ influences on carbonation efficiency
Abstract Cheap and efficient computational tool is needed to understand the influences of rock’s mineralogical and chemical constituents on the mineral carbonation efficien...
He found use for reinforced concrete where, it would seem, this material has no place
He found use for reinforced concrete where, it would seem, this material has no place
Introduction. The article is devoted to an employee of the Research Institute of Reinforced Concrete, Doctor of Technical Sciences, Professor I.G. Ludkovsky, a specialist in the fi...
Suitability of cement combinations for carbonation resistance of structural concrete
Suitability of cement combinations for carbonation resistance of structural concrete
Purpose – This paper aims to assess the suitability of cement combination containing CEM I, fly ash, silica fume and metakaolin for durability design against carbon...
Study on the effect of seawater on making and curing of unreinforced concrete applications
Study on the effect of seawater on making and curing of unreinforced concrete applications
Concrete, an essential component of worldwide infrastructure, depends significantly on fresh water for its manufacturing, contributing to freshwater scarcity in many regions. As co...
Model for chloride ingress into reinforced concrete structure under load and marine environment
Model for chloride ingress into reinforced concrete structure under load and marine environment
The durability of reinforced concrete structures is very important and becomes serious problems in construction technology nowadays. Many factors, such as concrete proportion, serv...
Durable Structural Recycled Concrete for Different Exposure Environments
Durable Structural Recycled Concrete for Different Exposure Environments
In this work, the influence of limited percentages of coarse (CRCA) and fine (FRCA) recycled concrete aggregates (Type A recycled aggregates) on the durability properties of struct...
Reinforced Concrete Durability Design Through a Semi-probabilistic Approach
Reinforced Concrete Durability Design Through a Semi-probabilistic Approach
This study provides a semi-probabilistic approach to durability design of reinforced concrete structures, subjected to carbonation-induced corrosion. The method was developed from ...
Mechanical Performance and Carbonation Behaviour of GGBS-Biochar Concrete: A Life Cycle Assessment
Mechanical Performance and Carbonation Behaviour of GGBS-Biochar Concrete: A Life Cycle Assessment
The incorporation of supplementary cementitious materials (SCMs) and carbon-rich additives has emerged as an effective approach to improve the performance and durability of concret...

Back to Top