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A platform for research: civil engineering, architecture and urbanism
Prediction of internal relative humidity in concrete modified with super absorbent polymers at early age
https://orcid.org/0000-0002-0283-6835
HighlightsA model for working w/c ratio of concrete internally cured with SAPs was proposed.A model for critical time considering effective and IC w/c ratios was proposed.A model for IRH of early-age concrete internally cured with SAPs was proposed.
AbstractShrinkage of high-performance concrete (HPC) mixtures may ultimately lead to early-age cracking and a reduction of service life of concrete structures. Autogenous and drying shrinkage are direct consequences of the decrease of internal relative humidity (IRH) due to self-desiccation and external drying. Therefore prediction of shrinkage of HPC requires the knowledge of IRH variations. Internal curing (IC) with super absorbent polymers (SAPs) is utilized to mitigate the shrinkage of HPC. Although investigations on IRH in concrete have been conducted, the prediction model for IRH in early-age concrete internally cured with SAPs in consideration of both water-to-cement (w/c) ratio and critical time is still lacking. Therefore investigations on predicting the IRH in early-age concrete internally cured with SAPs were conducted in present study and results showed that: (1) a prediction model for the working w/c ratio in early-age concrete internally cured with SAPs was proposed in consideration of age, effective and IC w/c ratios of concrete; (2) a prediction model for the critical time of IRH was proposed in consideration of both effective and IC w/c ratios; (3) a prediction model for the IRH in early-age concrete internally cured with SAPs was proposed in consideration of working w/c ratio, critical time, and age. These models showed the good accuracy of the test results.
Prediction of internal relative humidity in concrete modified with super absorbent polymers at early age
https://orcid.org/0000-0002-0283-6835
HighlightsA model for working w/c ratio of concrete internally cured with SAPs was proposed.A model for critical time considering effective and IC w/c ratios was proposed.A model for IRH of early-age concrete internally cured with SAPs was proposed.
AbstractShrinkage of high-performance concrete (HPC) mixtures may ultimately lead to early-age cracking and a reduction of service life of concrete structures. Autogenous and drying shrinkage are direct consequences of the decrease of internal relative humidity (IRH) due to self-desiccation and external drying. Therefore prediction of shrinkage of HPC requires the knowledge of IRH variations. Internal curing (IC) with super absorbent polymers (SAPs) is utilized to mitigate the shrinkage of HPC. Although investigations on IRH in concrete have been conducted, the prediction model for IRH in early-age concrete internally cured with SAPs in consideration of both water-to-cement (w/c) ratio and critical time is still lacking. Therefore investigations on predicting the IRH in early-age concrete internally cured with SAPs were conducted in present study and results showed that: (1) a prediction model for the working w/c ratio in early-age concrete internally cured with SAPs was proposed in consideration of age, effective and IC w/c ratios of concrete; (2) a prediction model for the critical time of IRH was proposed in consideration of both effective and IC w/c ratios; (3) a prediction model for the IRH in early-age concrete internally cured with SAPs was proposed in consideration of working w/c ratio, critical time, and age. These models showed the good accuracy of the test results.
Prediction of internal relative humidity in concrete modified with super absorbent polymers at early age
https://orcid.org/0000-0002-0283-6835
HighlightsA model for working w/c ratio of concrete internally cured with SAPs was proposed.A model for critical time considering effective and IC w/c ratios was proposed.A model for IRH of early-age concrete internally cured with SAPs was proposed.
AbstractShrinkage of high-performance concrete (HPC) mixtures may ultimately lead to early-age cracking and a reduction of service life of concrete structures. Autogenous and drying shrinkage are direct consequences of the decrease of internal relative humidity (IRH) due to self-desiccation and external drying. Therefore prediction of shrinkage of HPC requires the knowledge of IRH variations. Internal curing (IC) with super absorbent polymers (SAPs) is utilized to mitigate the shrinkage of HPC. Although investigations on IRH in concrete have been conducted, the prediction model for IRH in early-age concrete internally cured with SAPs in consideration of both water-to-cement (w/c) ratio and critical time is still lacking. Therefore investigations on predicting the IRH in early-age concrete internally cured with SAPs were conducted in present study and results showed that: (1) a prediction model for the working w/c ratio in early-age concrete internally cured with SAPs was proposed in consideration of age, effective and IC w/c ratios of concrete; (2) a prediction model for the critical time of IRH was proposed in consideration of both effective and IC w/c ratios; (3) a prediction model for the IRH in early-age concrete internally cured with SAPs was proposed in consideration of working w/c ratio, critical time, and age. These models showed the good accuracy of the test results.
Prediction of internal relative humidity in concrete modified with super absorbent polymers at early age
Shen, Dejian (author) / Wang, Mingliang (author) / Chen, Ying (author) / Wang, Wenting (author) / Zhang, Jinyang (author)
Construction and Building Materials ; 149 ; 543-552
2017-05-12
10 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2017
| British Library Online Contents | 2017
| British Library Online Contents | 2015