Coupling Effect of Salt Freeze-Thaw Cycles and Carbonation on the Mechanical Performance of Quick Hardening Sulphoaluminate Cement-Based Reactive Powder Concrete with Basalt Fibers

The effect of salt freeze-thaw cycles coupled with carbonation on the mechanical performance of quick hardening sulphoaluminate cement-based reactive powder concrete combined with basalt fibers was investigated. The ratios of basalt fibers in sulphoaluminate cement-based reactive powder concrete (SA...

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Main Authors: Guoping Huang, Hui Wang, Feiting Shi
Format: Article
Language:English
Published: MDPI AG 2021-09-01
Series:Coatings
Subjects:
Online Access:https://www.mdpi.com/2079-6412/11/9/1142
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spelling doaj-f4ad906cd0d047b89b67472eb1713ce72021-09-25T23:56:37ZengMDPI AGCoatings2079-64122021-09-01111142114210.3390/coatings11091142Coupling Effect of Salt Freeze-Thaw Cycles and Carbonation on the Mechanical Performance of Quick Hardening Sulphoaluminate Cement-Based Reactive Powder Concrete with Basalt FibersGuoping Huang0Hui Wang1Feiting Shi2College of Civil Engineering, Hunan City University, Yiyang 413000, ChinaSchool of Civil and Environmental Engineering, Ningbo University, Ningbo 315000, ChinaEngineering Department, Yancheng Institute of Technology, Yancheng 224051, ChinaThe effect of salt freeze-thaw cycles coupled with carbonation on the mechanical performance of quick hardening sulphoaluminate cement-based reactive powder concrete combined with basalt fibers was investigated. The ratios of basalt fibers in sulphoaluminate cement-based reactive powder concrete (SAC-RPC) were 1%, 2%, 3% and 4% by the volume of concrete. The mechanical strengths (compressive strength, flexural strength and bonding strength) of SAC-RPC were investigated after curing for 5 h, 1 d, 14 d and 28 d, respectively. Meanwhile, the mechanical strengths of resultant concrete were detected, when different NaCl freeze-thaw cycles and carbonation were adopted. Results showed that the addition of basalt fibers could effectively improve the mechanical strengths, especially the flexural strength of SAC-RPC. The dosage of 3.0% was the threshold value affected mechanical strengths. The flexural, compressive and bonding strengths of SAC-RPC were higher than 8.53 MPa, 34 MPa and 3.21 MPa, respectively. The mass loss and mechanical strengths loss of SAC-RPC increased in the form of quadratic function with the increasing number of NaCl freeze-thaw cycles and varied in the form of quadratic decreasing function. Meanwhile, the effect of carbonation on the mechanical strengths of SAC-RPC can be ignored. Additionally, the coupling effect of salt freeze-thaw cycles and carbonation could accelerate the attenuation of concrete strength. The mechanical strengths loss demonstrated a decreased quadratic function with the increasing volume of basalt fibers.https://www.mdpi.com/2079-6412/11/9/1142salt freeze-thaw cyclescarbonationquick hardeningsulphoaluminate cement-basedbasalt fibers
collection DOAJ
language English
format Article
sources DOAJ
author Guoping Huang
Hui Wang
Feiting Shi
spellingShingle Guoping Huang
Hui Wang
Feiting Shi
Coupling Effect of Salt Freeze-Thaw Cycles and Carbonation on the Mechanical Performance of Quick Hardening Sulphoaluminate Cement-Based Reactive Powder Concrete with Basalt Fibers
Coatings
salt freeze-thaw cycles
carbonation
quick hardening
sulphoaluminate cement-based
basalt fibers
author_facet Guoping Huang
Hui Wang
Feiting Shi
author_sort Guoping Huang
title Coupling Effect of Salt Freeze-Thaw Cycles and Carbonation on the Mechanical Performance of Quick Hardening Sulphoaluminate Cement-Based Reactive Powder Concrete with Basalt Fibers
title_short Coupling Effect of Salt Freeze-Thaw Cycles and Carbonation on the Mechanical Performance of Quick Hardening Sulphoaluminate Cement-Based Reactive Powder Concrete with Basalt Fibers
title_full Coupling Effect of Salt Freeze-Thaw Cycles and Carbonation on the Mechanical Performance of Quick Hardening Sulphoaluminate Cement-Based Reactive Powder Concrete with Basalt Fibers
title_fullStr Coupling Effect of Salt Freeze-Thaw Cycles and Carbonation on the Mechanical Performance of Quick Hardening Sulphoaluminate Cement-Based Reactive Powder Concrete with Basalt Fibers
title_full_unstemmed Coupling Effect of Salt Freeze-Thaw Cycles and Carbonation on the Mechanical Performance of Quick Hardening Sulphoaluminate Cement-Based Reactive Powder Concrete with Basalt Fibers
title_sort coupling effect of salt freeze-thaw cycles and carbonation on the mechanical performance of quick hardening sulphoaluminate cement-based reactive powder concrete with basalt fibers
publisher MDPI AG
series Coatings
issn 2079-6412
publishDate 2021-09-01
description The effect of salt freeze-thaw cycles coupled with carbonation on the mechanical performance of quick hardening sulphoaluminate cement-based reactive powder concrete combined with basalt fibers was investigated. The ratios of basalt fibers in sulphoaluminate cement-based reactive powder concrete (SAC-RPC) were 1%, 2%, 3% and 4% by the volume of concrete. The mechanical strengths (compressive strength, flexural strength and bonding strength) of SAC-RPC were investigated after curing for 5 h, 1 d, 14 d and 28 d, respectively. Meanwhile, the mechanical strengths of resultant concrete were detected, when different NaCl freeze-thaw cycles and carbonation were adopted. Results showed that the addition of basalt fibers could effectively improve the mechanical strengths, especially the flexural strength of SAC-RPC. The dosage of 3.0% was the threshold value affected mechanical strengths. The flexural, compressive and bonding strengths of SAC-RPC were higher than 8.53 MPa, 34 MPa and 3.21 MPa, respectively. The mass loss and mechanical strengths loss of SAC-RPC increased in the form of quadratic function with the increasing number of NaCl freeze-thaw cycles and varied in the form of quadratic decreasing function. Meanwhile, the effect of carbonation on the mechanical strengths of SAC-RPC can be ignored. Additionally, the coupling effect of salt freeze-thaw cycles and carbonation could accelerate the attenuation of concrete strength. The mechanical strengths loss demonstrated a decreased quadratic function with the increasing volume of basalt fibers.
topic salt freeze-thaw cycles
carbonation
quick hardening
sulphoaluminate cement-based
basalt fibers
url https://www.mdpi.com/2079-6412/11/9/1142
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AT huiwang couplingeffectofsaltfreezethawcyclesandcarbonationonthemechanicalperformanceofquickhardeningsulphoaluminatecementbasedreactivepowderconcretewithbasaltfibers
AT feitingshi couplingeffectofsaltfreezethawcyclesandcarbonationonthemechanicalperformanceofquickhardeningsulphoaluminatecementbasedreactivepowderconcretewithbasaltfibers
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