The Modeling Research on the Early-Age Shrinkage of UHPFRC in Different Curing Conditions

The early-age shrinkage of ultra-high performance fiber reinforced concrete (UHPFRC) in dry, sealed, and soaked curing was systematically measured. The calculation model of early-age shrinkage was established based on the theory of shrinkage of cementitious materials. According to the results of the...

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Main Authors: Song Han, Yazhou Liu, Dan Liu, Mingzhe An, Ziruo Yu
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/9291725
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author Song Han
Yazhou Liu
Dan Liu
Mingzhe An
Ziruo Yu
author_facet Song Han
Yazhou Liu
Dan Liu
Mingzhe An
Ziruo Yu
author_sort Song Han
collection DOAJ
description The early-age shrinkage of ultra-high performance fiber reinforced concrete (UHPFRC) in dry, sealed, and soaked curing was systematically measured. The calculation model of early-age shrinkage was established based on the theory of shrinkage of cementitious materials. According to the results of the relative humidity, hydration degree, pore structure, and elastic modulus of hardened slurry, the shrinkage calculation model in different curing conditions was calibrated. The results show that the early-age shrinkage of UHPFRC can be divided into three parts: chemical shrinkage, autogenous shrinkage caused by self-drying, and drying shrinkage caused by external drying. Based on the degree of hydration, the chemical shrinkage model was established. Based on the pore structure, the hydration degree, and the relative humidity of hardened slurry, the autogenous shrinkage model was established by introducing the effective pore coefficient. The drying shrinkage model was established based on the internal humidity. According to the shrinkage of soaked samples, the calculated value of chemical shrinkage in sealed and drying conditions was calibrated. This research provides theoretical support for the structural design and engineering application of UHPFRC.
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institution Kabale University
issn 1687-8086
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language English
publishDate 2018-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-f3b76f9bf53a4976b48f083b6d3b4e662025-02-03T05:58:14ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/92917259291725The Modeling Research on the Early-Age Shrinkage of UHPFRC in Different Curing ConditionsSong Han0Yazhou Liu1Dan Liu2Mingzhe An3Ziruo Yu4School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, ChinaSchool of Civil Engineering, Beijing Jiaotong University, Beijing 100044, ChinaSchool of Civil Engineering, Beijing Jiaotong University, Beijing 100044, ChinaSchool of Civil Engineering, Beijing Jiaotong University, Beijing 100044, ChinaSchool of Civil Engineering, Beijing Jiaotong University, Beijing 100044, ChinaThe early-age shrinkage of ultra-high performance fiber reinforced concrete (UHPFRC) in dry, sealed, and soaked curing was systematically measured. The calculation model of early-age shrinkage was established based on the theory of shrinkage of cementitious materials. According to the results of the relative humidity, hydration degree, pore structure, and elastic modulus of hardened slurry, the shrinkage calculation model in different curing conditions was calibrated. The results show that the early-age shrinkage of UHPFRC can be divided into three parts: chemical shrinkage, autogenous shrinkage caused by self-drying, and drying shrinkage caused by external drying. Based on the degree of hydration, the chemical shrinkage model was established. Based on the pore structure, the hydration degree, and the relative humidity of hardened slurry, the autogenous shrinkage model was established by introducing the effective pore coefficient. The drying shrinkage model was established based on the internal humidity. According to the shrinkage of soaked samples, the calculated value of chemical shrinkage in sealed and drying conditions was calibrated. This research provides theoretical support for the structural design and engineering application of UHPFRC.http://dx.doi.org/10.1155/2018/9291725
spellingShingle Song Han
Yazhou Liu
Dan Liu
Mingzhe An
Ziruo Yu
The Modeling Research on the Early-Age Shrinkage of UHPFRC in Different Curing Conditions
Advances in Civil Engineering
title The Modeling Research on the Early-Age Shrinkage of UHPFRC in Different Curing Conditions
title_full The Modeling Research on the Early-Age Shrinkage of UHPFRC in Different Curing Conditions
title_fullStr The Modeling Research on the Early-Age Shrinkage of UHPFRC in Different Curing Conditions
title_full_unstemmed The Modeling Research on the Early-Age Shrinkage of UHPFRC in Different Curing Conditions
title_short The Modeling Research on the Early-Age Shrinkage of UHPFRC in Different Curing Conditions
title_sort modeling research on the early age shrinkage of uhpfrc in different curing conditions
url http://dx.doi.org/10.1155/2018/9291725
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