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Cost-Effective High-Performance Concrete: Experimental Analysis on Shrinkage

This paper focuses on the experimental determination of the shrinkage process in Self-Compacting High-Performance Concrete (SCC HPC) exposed to dry air and autogenous conditions. Special molds with dimensions of 100 mm × 60 mm × 1000 mm and 50 mm × 50 mm × 300 mm equipped with one movable head are u...

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Autores principales: Kucharczyková, Barbara, Kocáb, Dalibor, Daněk, Petr, Terzijski, Ivailo
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2019
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6747982/
https://www.ncbi.nlm.nih.gov/pubmed/31454919
http://dx.doi.org/10.3390/ma12172730
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author Kucharczyková, Barbara
Kocáb, Dalibor
Daněk, Petr
Terzijski, Ivailo
author_facet Kucharczyková, Barbara
Kocáb, Dalibor
Daněk, Petr
Terzijski, Ivailo
author_sort Kucharczyková, Barbara
collection PubMed
description This paper focuses on the experimental determination of the shrinkage process in Self-Compacting High-Performance Concrete (SCC HPC) exposed to dry air and autogenous conditions. Special molds with dimensions of 100 mm × 60 mm × 1000 mm and 50 mm × 50 mm × 300 mm equipped with one movable head are used for the measurement. The main aim of this study is to compare the shrinkage curves of SCC HPC, which were obtained by using different measurement devices and for specimens of different sizes. In addition, two different times t(0) are considered for the data evaluation to investigate the influence of this factor on the absolute value of shrinkage. In the first case, t(0) is the time of the start of measurement, in the second case, t(0) is the setting time. The early-shrinkage (48 h) is continuously measured using inductive sensors leant against the movable head and with strain gauges embedded inside the test specimen. To monitor the long term shrinkage, the specimens are equipped with special markers, embedded into the specimens’ upper surface or ends. These markers serve as measurement bases for the measurement using mechanical strain gauges. The test specimens are demolded after 48 h and the long term shrinkage is monitored using the embedded strain gauges (inside the specimens) and mechanical strain gauges that are placed, in regular intervals, onto the markers embedded into the specimens’ surface or ends. The results show that both types of measurement equipment give a similar result in the case of early age measurement, especially for the specimens cured under autogenous conditions. However, the early age and especially long term measurement are influenced by the position of the measurement sensors, particularly in the case of specimens cured under dry air conditions. It was proven that the time t(0) have a fundamental influence on the final values of the shrinkage of investigated SCC HPC and have a significant impact on the conclusions on the size effect.
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spelling pubmed-67479822019-09-27 Cost-Effective High-Performance Concrete: Experimental Analysis on Shrinkage Kucharczyková, Barbara Kocáb, Dalibor Daněk, Petr Terzijski, Ivailo Materials (Basel) Article This paper focuses on the experimental determination of the shrinkage process in Self-Compacting High-Performance Concrete (SCC HPC) exposed to dry air and autogenous conditions. Special molds with dimensions of 100 mm × 60 mm × 1000 mm and 50 mm × 50 mm × 300 mm equipped with one movable head are used for the measurement. The main aim of this study is to compare the shrinkage curves of SCC HPC, which were obtained by using different measurement devices and for specimens of different sizes. In addition, two different times t(0) are considered for the data evaluation to investigate the influence of this factor on the absolute value of shrinkage. In the first case, t(0) is the time of the start of measurement, in the second case, t(0) is the setting time. The early-shrinkage (48 h) is continuously measured using inductive sensors leant against the movable head and with strain gauges embedded inside the test specimen. To monitor the long term shrinkage, the specimens are equipped with special markers, embedded into the specimens’ upper surface or ends. These markers serve as measurement bases for the measurement using mechanical strain gauges. The test specimens are demolded after 48 h and the long term shrinkage is monitored using the embedded strain gauges (inside the specimens) and mechanical strain gauges that are placed, in regular intervals, onto the markers embedded into the specimens’ surface or ends. The results show that both types of measurement equipment give a similar result in the case of early age measurement, especially for the specimens cured under autogenous conditions. However, the early age and especially long term measurement are influenced by the position of the measurement sensors, particularly in the case of specimens cured under dry air conditions. It was proven that the time t(0) have a fundamental influence on the final values of the shrinkage of investigated SCC HPC and have a significant impact on the conclusions on the size effect. MDPI 2019-08-26 /pmc/articles/PMC6747982/ /pubmed/31454919 http://dx.doi.org/10.3390/ma12172730 Text en © 2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Kucharczyková, Barbara
Kocáb, Dalibor
Daněk, Petr
Terzijski, Ivailo
Cost-Effective High-Performance Concrete: Experimental Analysis on Shrinkage
title Cost-Effective High-Performance Concrete: Experimental Analysis on Shrinkage
title_full Cost-Effective High-Performance Concrete: Experimental Analysis on Shrinkage
title_fullStr Cost-Effective High-Performance Concrete: Experimental Analysis on Shrinkage
title_full_unstemmed Cost-Effective High-Performance Concrete: Experimental Analysis on Shrinkage
title_short Cost-Effective High-Performance Concrete: Experimental Analysis on Shrinkage
title_sort cost-effective high-performance concrete: experimental analysis on shrinkage
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6747982/
https://www.ncbi.nlm.nih.gov/pubmed/31454919
http://dx.doi.org/10.3390/ma12172730
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AT terzijskiivailo costeffectivehighperformanceconcreteexperimentalanalysisonshrinkage