Fiber distribution and its influencing mechanism on properties in sprayed ultra-high performance concrete

A fiber-reinforced sprayed ultra-high performance concrete (SUHPC) with high consistency and suitable sprayed thickness was developed in this paper. Fiber distribution of SUHPC after pumping and spraying is the intrinsic mechanism for the changes in strength and toughness, especially with its high c...

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Main Authors: Jinyang Cui, Shuguang Li, Wenwei Li, Zhen He, Huamei Yang, Kailai Zhang
Format: Article
Language:English
Published: Elsevier 2025-07-01
Series:Case Studies in Construction Materials
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Online Access:http://www.sciencedirect.com/science/article/pii/S2214509525001597
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author Jinyang Cui
Shuguang Li
Wenwei Li
Zhen He
Huamei Yang
Kailai Zhang
author_facet Jinyang Cui
Shuguang Li
Wenwei Li
Zhen He
Huamei Yang
Kailai Zhang
author_sort Jinyang Cui
collection DOAJ
description A fiber-reinforced sprayed ultra-high performance concrete (SUHPC) with high consistency and suitable sprayed thickness was developed in this paper. Fiber distribution of SUHPC after pumping and spraying is the intrinsic mechanism for the changes in strength and toughness, especially with its high consistency, high fiber content, and no coarse aggregate is completely different from conventional shotcrete. Thereby a series of studies were performed including rheological behaviours, mechanical properties, and their influencing mechanisms. Results showed that the field sprayed thickness of SUHPC achieved about 30 mm when it had a flow resistance of 164.7 % of casted UHPC, and its deformation recovery was very weak due to its strong thixotropy. More bubbles were entrapped during spraying, the partially unbroken bubbles were easily trapped in the fresh matrix and transformed into irregular coarse pores (≥25 μm) and a 55.2 % increase in porosity, which will partially weaken the strength and toughness of SUHPC. Additionally, the fiber orientation in SUHPC was more parallel to the sprayed surface after spraying, mainly concentrated in 75 ° to 85 °, and the fiber lap rate was also improved by 28.2 % because of its approximate two-dimensional distribution. As the fiber content decreased, the consistency of fresh concrete, porosity, and strength all showed a reduction, and the fibers became more parallel to the sprayed surface. Overall, the short straight steel fiber is preferred by SUHPC and its content should not be less than 78 kg/m3.
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spelling doaj-art-76e2a007c9b54ed2808a68321d42c29e2025-08-20T02:13:27ZengElsevierCase Studies in Construction Materials2214-50952025-07-0122e0436110.1016/j.cscm.2025.e04361Fiber distribution and its influencing mechanism on properties in sprayed ultra-high performance concreteJinyang Cui0Shuguang Li1Wenwei Li2Zhen He3Huamei Yang4Kailai Zhang5China Three Gorges Corporation, Wuhan 430010, PR China; State Key Laboratory of Water Resources Engineering and Management, Wuhan University, Wuhan 430072, PR ChinaChina Three Gorges Corporation, Wuhan 430010, PR ChinaChina Three Gorges Corporation, Wuhan 430010, PR China; Corresponding authors.State Key Laboratory of Water Resources Engineering and Management, Wuhan University, Wuhan 430072, PR China; Corresponding authors.China Three Gorges Corporation, Wuhan 430010, PR ChinaChina Three Gorges Corporation, Wuhan 430010, PR ChinaA fiber-reinforced sprayed ultra-high performance concrete (SUHPC) with high consistency and suitable sprayed thickness was developed in this paper. Fiber distribution of SUHPC after pumping and spraying is the intrinsic mechanism for the changes in strength and toughness, especially with its high consistency, high fiber content, and no coarse aggregate is completely different from conventional shotcrete. Thereby a series of studies were performed including rheological behaviours, mechanical properties, and their influencing mechanisms. Results showed that the field sprayed thickness of SUHPC achieved about 30 mm when it had a flow resistance of 164.7 % of casted UHPC, and its deformation recovery was very weak due to its strong thixotropy. More bubbles were entrapped during spraying, the partially unbroken bubbles were easily trapped in the fresh matrix and transformed into irregular coarse pores (≥25 μm) and a 55.2 % increase in porosity, which will partially weaken the strength and toughness of SUHPC. Additionally, the fiber orientation in SUHPC was more parallel to the sprayed surface after spraying, mainly concentrated in 75 ° to 85 °, and the fiber lap rate was also improved by 28.2 % because of its approximate two-dimensional distribution. As the fiber content decreased, the consistency of fresh concrete, porosity, and strength all showed a reduction, and the fibers became more parallel to the sprayed surface. Overall, the short straight steel fiber is preferred by SUHPC and its content should not be less than 78 kg/m3.http://www.sciencedirect.com/science/article/pii/S2214509525001597SprayedUHPCRheologyFiber distributionToughness
spellingShingle Jinyang Cui
Shuguang Li
Wenwei Li
Zhen He
Huamei Yang
Kailai Zhang
Fiber distribution and its influencing mechanism on properties in sprayed ultra-high performance concrete
Case Studies in Construction Materials
Sprayed
UHPC
Rheology
Fiber distribution
Toughness
title Fiber distribution and its influencing mechanism on properties in sprayed ultra-high performance concrete
title_full Fiber distribution and its influencing mechanism on properties in sprayed ultra-high performance concrete
title_fullStr Fiber distribution and its influencing mechanism on properties in sprayed ultra-high performance concrete
title_full_unstemmed Fiber distribution and its influencing mechanism on properties in sprayed ultra-high performance concrete
title_short Fiber distribution and its influencing mechanism on properties in sprayed ultra-high performance concrete
title_sort fiber distribution and its influencing mechanism on properties in sprayed ultra high performance concrete
topic Sprayed
UHPC
Rheology
Fiber distribution
Toughness
url http://www.sciencedirect.com/science/article/pii/S2214509525001597
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AT wenweili fiberdistributionanditsinfluencingmechanismonpropertiesinsprayedultrahighperformanceconcrete
AT zhenhe fiberdistributionanditsinfluencingmechanismonpropertiesinsprayedultrahighperformanceconcrete
AT huameiyang fiberdistributionanditsinfluencingmechanismonpropertiesinsprayedultrahighperformanceconcrete
AT kailaizhang fiberdistributionanditsinfluencingmechanismonpropertiesinsprayedultrahighperformanceconcrete