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Open AccessJournal ArticleDOI

Study on potential of carbon dioxide absorption in reinforced concrete beams

Vibhas Bambroo, +3 more
- Vol. 263, Iss: 3, pp 032033
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TLDR
In this article, the effect of accelerated carbonation curing was checked on non-reinforced concrete elements (cubes) and reinforced concrete elements(prisms) and the results showed 27.7% and 1.8% increase in strength of cubes and prisms, respectively when compared to water cured specimens.
Abstract
The global gas emission is keeping on increasing for which cement industry alone contributes 5%. The enormous water is required for curing of concrete in construction industry which can effectively be used for various purposes. The accelerated carbonation curing shows a way to reduce these emissions in a very effective way by sequestering it in concrete elements. In this research the effect of accelerated carbonation curing was checked on non-reinforced concrete elements (cubes) and reinforced concrete elements (prisms). The 100mm × 100mm × 100 mm cubes and 150mm × 150mm × 1200mm prisms were cast. They were CO2 cured for 4 and 8 hours and were tested for compressive strength and flexural strength test. The CO2 curing results showed 27.7% and 1.8% increase in strength of cubes and prisms, respectively when compared to water cured specimens. This early age strength through waste gas proves beneficial in terms of reducing in atmospheric pollution and saving the water which is a critical resource now-a-days.

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Journal ArticleDOI

Review on corbondioxide curing of concrete

TL;DR: In this article, the experimental study on water cured and CO2 specimens for compression strength were carried out and the results showed that for M25 and M30 grade of concrete has achieved increasing value as comparing with 7days of water curing and the duration of 4hour CO2 curing.
Journal ArticleDOI

An Experimental Study on Curing of Mortar Cubes by Carbon Dioxide

TL;DR: In this article , the experimental study on water cured and CO2 specimens for compression strength were carried out and the results show that mortar cubes has achieved increasing value as comparing with water curing.
Journal ArticleDOI

Numerical Test of the Use of CO<sub>2</sub> in Multy Storey Building Structures during an Earthquake

TL;DR: In this paper , the authors used liquid carbon dioxide (CO 2 ) as a substitute for Ordinary Portland Cement (OPC) for building structures to reduce harmful CO 2 emissions.
Journal ArticleDOI

Determination of Flexural Strength of Concrete by Carbon Dioxide Curing

TL;DR: In this paper, the effect of accelerated carbonation curing was reviewed on non-reinforced concrete elements (cubes) and reinforced concrete elements(prisms) respectively when compared to water cured specimens.
References
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Journal ArticleDOI

Microstructure changes of waste hydrated cement paste induced by accelerated carbonation

TL;DR: In this paper, the compacts with water/solid ratio of 0.15 absorbed 19.8% CO 2 after carbonated for 2h, and the compressive strength was 28.6
Journal ArticleDOI

Corrosion of the reinforcement and its influence on the residual structural performance of a 26-year-old corroded RC beam

TL;DR: In this paper, the authors present the reinforcement corrosion process and results of experiments on a highly corroded beam subjected to a chloride environment for 26 years so as to assess the residual performance of long-term corrosion-damaged beams.
Journal ArticleDOI

Evaluation of carbonation resistance of paint coated concrete for buildings

TL;DR: In this article, the effects of both the strength grade and the curing conditions (standard curing and accelerated curing) of concrete substrate on carbonation resistance of paint-coated concrete were investigated.
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Process control of reinforcement corrosion in concrete. Part 1: Effect of corrosion products

TL;DR: In this paper, the effect of degree of pore saturation (PS) in concrete on corrosion current is investigated, and the maximum of corrosion current appeared in the saturated concrete and it decreased in dried concrete.
Journal ArticleDOI

Study on the anticorrosive behavior of new core-shell pigments for protection of reinforced concrete steel in sulfate environment

TL;DR: In this article, new cheap eco-friendly anticorrosive pigments based on zinc, strontium, zinc, and zinc oxide were prepared to protect steel rebars from the sulfate ions effect in concrete.
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