Early-Age Cracking Resistance of Fiber-Reinforced Expansive Self-Consolidating Concrete
To improve the early-age cracking resistance of self-consolidating concrete (SCC), this paper investigated the effects of an expansive agent (EA), fibers, and the interaction between EA and fibers on the cracking behavior of restrained SCC caused by plastic shrinkage based on the slab test. Twenty-o...
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Published in | ACI materials journal Vol. 116; no. 1; pp. 15 - 26 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
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American Concrete Institute
01.01.2019
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Abstract | To improve the early-age cracking resistance of self-consolidating concrete (SCC), this paper investigated the effects of an expansive agent (EA), fibers, and the interaction between EA and fibers on the cracking behavior of restrained SCC caused by plastic shrinkage based on the slab test. Twenty-one types of samples were prepared, including one control group, two EA contents (6 and 8% of the mass fractions of cementitious materials), three steel fiber contents (0.25, 0.50, and 0.75% by volume), three polypropylene fiber contents (0.05, 0.10, and 0.15% by volume), three hybrid fiber contents, and nine combinations of EA (8% of the mass fraction of cementitious materials) and fibers. The initial cracking time and propagation of cracks over time were both observed. Test results indicate that an increase of EA dosage presents no significant improvement on early-age cracking resistance capability. Compared with steel fiber (SF), polypropylene fiber (PP) with equivalent fiber factors was particularly effective in reducing the nominal total crack area. In general, crack reduction factors of fiber-reinforced expansive self-consolidating concrete (FRESCC) are 70% greater than that of SCC containing fiber only. It indicates that the combination of EA and fibers enable SCC to present better early-age cracking resistance. Keywords: early-age cracking resistance; expansive agent; fiber; self-consolidating concrete. |
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AbstractList | To improve the early-age cracking resistance of self-consolidating concrete (SCC), this paper investigated the effects of an expansive agent (EA), fibers, and the interaction between EA andfibers on the cracking behavior of restrained SCC caused by plastic shrinkage based on the slab test. Twenty-one types of samples were prepared, including one control group, two EA contents (6 and 8% of the mass fractions of cementitious materials), three steelfiber contents (0.25, 0.50, and 0.75% by volume), three polypropylene fiber contents (0.05, 0.10, and 0.15% by volume), three hybridfiber contents, and nine combinations of EA (8% of the mass fraction of cementitious materials) and fibers. The initial cracking time and propagation of cracks over time were both observed. Test results indicate that an increase of EA dosage presents no significant improvement on early-age cracking resistance capability. Compared with steelfiber (SF), polypropylene fiber (PP) with equivalent fiber factors was particularly effective in reducing the nominal total crack area. In general, crack reduction factors of fiber-reinforced expansive self-consolidating concrete (FRESCC) are 70% greater than that of SCC containing fiber only. It indicates that the combination of EA and fibers enable SCC to present better early-age cracking resistance. To improve the early-age cracking resistance of self-consolidating concrete (SCC), this paper investigated the effects of an expansive agent (EA), fibers, and the interaction between EA and fibers on the cracking behavior of restrained SCC caused by plastic shrinkage based on the slab test. Twenty-one types of samples were prepared, including one control group, two EA contents (6 and 8% of the mass fractions of cementitious materials), three steel fiber contents (0.25, 0.50, and 0.75% by volume), three polypropylene fiber contents (0.05, 0.10, and 0.15% by volume), three hybrid fiber contents, and nine combinations of EA (8% of the mass fraction of cementitious materials) and fibers. The initial cracking time and propagation of cracks over time were both observed. Test results indicate that an increase of EA dosage presents no significant improvement on early-age cracking resistance capability. Compared with steel fiber (SF), polypropylene fiber (PP) with equivalent fiber factors was particularly effective in reducing the nominal total crack area. In general, crack reduction factors of fiber-reinforced expansive self-consolidating concrete (FRESCC) are 70% greater than that of SCC containing fiber only. It indicates that the combination of EA and fibers enable SCC to present better early-age cracking resistance. Keywords: early-age cracking resistance; expansive agent; fiber; self-consolidating concrete. |
Audience | Academic |
Author | Jia, Jinqing Cao, Qi Gao, Quanqing Gao, Rongxiong |
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References | key-10.14359/51710957-201902081015-R25 key-10.14359/51710957-201902081015-R22 key-10.14359/51710957-201902081015-R23 Ma (key-10.14359/51710957-201902081015-R12) 2000; 3 key-10.14359/51710957-201902081015-R26 key-10.14359/51710957-201902081015-R27 key-10.14359/51710957-201902081015-R20 key-10.14359/51710957-201902081015-R21 Cao (key-10.14359/51710957-201902081015-R6) 2018; 158 Khayat (key-10.14359/51710957-201902081015-R17) 2000; 33 Sun (key-10.14359/51710957-201902081015-R5) 2000; 28 Khayat (key-10.14359/51710957-201902081015-R18) 2014; 111 Corinaldesi (key-10.14359/51710957-201902081015-R31) 2016; 107 Cao (key-10.14359/51710957-201902081015-R7) 2017; 131 Ding (key-10.14359/51710957-201902081015-R24) 2005; 22 Wang (key-10.14359/51710957-201902081015-R15) 2001; 98 Daneti (key-10.14359/51710957-201902081015-R28) 2011; 63 Qi (key-10.14359/51710957-201902081015-R11) 2003; 36 Sivakumar (key-10.14359/51710957-201902081015-R16) 2007; 29 Sun (key-10.14359/51710957-201902081015-R30) 1994; 5 Combrinck (key-10.14359/51710957-201902081015-R14) 2013; 65 key-10.14359/51710957-201902081015-R1 Pelisser (key-10.14359/51710957-201902081015-R10) 2010; 24 key-10.14359/51710957-201902081015-R3 key-10.14359/51710957-201902081015-R2 key-10.14359/51710957-201902081015-R4 Jiang (key-10.14359/51710957-201902081015-R8) 2007; 37 Wongtanakitcharoen (key-10.14359/51710957-201902081015-R13) 2007; 40 key-10.14359/51710957-201902081015-R19 Branston (key-10.14359/51710957-201902081015-R29) 2016; 74 Banthia (key-10.14359/51710957-201902081015-R9) 2006; 36 |
References_xml | – ident: key-10.14359/51710957-201902081015-R4 – volume: 40 start-page: 289 issue: 3 year: 2007 ident: key-10.14359/51710957-201902081015-R13 article-title: Unrestrained early age shrinkage of concrete with polypropylene, PVA, and carbon fibers publication-title: Materials and Structures doi: 10.1617/s11527-006-9106-z contributor: fullname: Wongtanakitcharoen – volume: 107 start-page: 321 year: 2016 ident: key-10.14359/51710957-201902081015-R31 article-title: Influence of Type of Fibers on the Properties of High Performance Cement-Based Composite publication-title: Construction & Building Materials doi: 10.1016/j.conbuildmat.2016.01.024 contributor: fullname: Corinaldesi – volume: 111 start-page: 143 issue: 2 year: 2014 ident: key-10.14359/51710957-201902081015-R18 article-title: Mixture Proportioning and Testing of Fiber-Reinforced Self-Consolidating Concrete publication-title: ACI Materials Journal doi: 10.14359/51686722 contributor: fullname: Khayat – volume: 131 start-page: 178 year: 2017 ident: key-10.14359/51710957-201902081015-R7 article-title: Workability, Strength, and Shrinkage of Fiber Reinforced Expansive Self-Consolidating Concrete publication-title: Construction & Building Materials doi: 10.1016/j.conbuildmat.2016.11.076 contributor: fullname: Cao – ident: key-10.14359/51710957-201902081015-R20 – ident: key-10.14359/51710957-201902081015-R2 – volume: 36 start-page: 1263 issue: 7 year: 2006 ident: key-10.14359/51710957-201902081015-R9 article-title: Influence of Polypropylene Fiber Geometry on Plastic Shrinkage Cracking in Concrete publication-title: Cement and Concrete Research doi: 10.1016/j.cemconres.2006.01.010 contributor: fullname: Banthia – ident: key-10.14359/51710957-201902081015-R26 – volume: 63 start-page: 871 issue: 11 year: 2011 ident: key-10.14359/51710957-201902081015-R28 article-title: Effect of Polypropylene Fibers on the Shrinkage Cracking Behavior of Lightweight Concrete publication-title: Magazine of Concrete Research doi: 10.1680/macr.2011.63.11.871 contributor: fullname: Daneti – volume: 36 start-page: 386 issue: 6 year: 2003 ident: key-10.14359/51710957-201902081015-R11 article-title: Characterization of Plastic Shrinkage Cracking in Fiber-Reinforced Concrete Using Image Analysis and a Modified Weibull Function publication-title: Materials and Structures doi: 10.1007/BF02481064 contributor: fullname: Qi – ident: key-10.14359/51710957-201902081015-R22 – volume: 5 start-page: 14 year: 1994 ident: key-10.14359/51710957-201902081015-R30 article-title: Properties of Steel Fiber Reinforced Micro-expansive Concrete publication-title: Cement Concrete and Cement Products contributor: fullname: Sun – volume: 74 start-page: 182 year: 2016 ident: key-10.14359/51710957-201902081015-R29 article-title: Influence of Basalt Fibres on Free and Restrained Plastic Shrinkage publication-title: Cement and Concrete Composites doi: 10.1016/j.cemconcomp.2016.10.004 contributor: fullname: Branston – volume: 65 start-page: 486 issue: 8 year: 2013 ident: key-10.14359/51710957-201902081015-R14 article-title: Typical Plastic Shrinkage Cracking Behaviour of Concrete publication-title: Magazine of Concrete Research doi: 10.1680/macr.12.00139 contributor: fullname: Combrinck – ident: key-10.14359/51710957-201902081015-R19 – volume: 3 start-page: 48 issue: 1 year: 2000 ident: key-10.14359/51710957-201902081015-R12 article-title: Effects of Polypropylene Fibers on the Physical and Mechanical Properties of Cement Based Composites (I)—Plastic Shrinkage Cracking Resistance publication-title: Journal of Building Materials contributor: fullname: Ma – volume: 37 start-page: 123 issue: 1 year: 2007 ident: key-10.14359/51710957-201902081015-R8 article-title: Research on Cracking Resistance Performance of Super Vertical-Distance Pumped Steel Fiber Concrete publication-title: Journal of Southeast University contributor: fullname: Jiang – volume: 29 start-page: 575 issue: 7 year: 2007 ident: key-10.14359/51710957-201902081015-R16 article-title: A Quantitative Study on the Plastic Shrinkage Cracking in High Strength Hybrid Fibre Reinforced Concrete publication-title: Cement and Concrete Composites doi: 10.1016/j.cemconcomp.2007.03.005 contributor: fullname: Sivakumar – volume: 28 start-page: 95 issue: 2 year: 2000 ident: key-10.14359/51710957-201902081015-R5 article-title: The Effect of the Combination of Hybrid Fibers and Expansive Agent on the Physical Properties of Cementitious Composites publication-title: Journal of the Chinese Ceramic Society contributor: fullname: Sun – ident: key-10.14359/51710957-201902081015-R1 – ident: key-10.14359/51710957-201902081015-R3 – volume: 22 start-page: 1462 issue: 7 year: 2005 ident: key-10.14359/51710957-201902081015-R24 article-title: The Investigation on the Workability of Fibre Cocktail Reinforced Self-Compacting High Performance Concrete publication-title: Tumu Gongcheng Xuebao contributor: fullname: Ding – volume: 33 start-page: 391 issue: 6 year: 2000 ident: key-10.14359/51710957-201902081015-R17 article-title: Testing and Performance of Fiber-Reinforced, Self-Consolidating Concrete publication-title: Materials and Structures doi: 10.1007/BF02479648 contributor: fullname: Khayat – ident: key-10.14359/51710957-201902081015-R27 – ident: key-10.14359/51710957-201902081015-R25 – ident: key-10.14359/51710957-201902081015-R23 – ident: key-10.14359/51710957-201902081015-R21 – volume: 158 start-page: 719 year: 2018 ident: key-10.14359/51710957-201902081015-R6 article-title: Chloride Penetration Resistance and Frost Resistance of Fiber Reinforced Expansive Self-Consolidating Concrete publication-title: Construction & Building Materials doi: 10.1016/j.conbuildmat.2017.10.029 contributor: fullname: Cao – volume: 98 start-page: 458 issue: 6 year: 2001 ident: key-10.14359/51710957-201902081015-R15 article-title: Plastic Shrinkage Cracking in Concrete Materials—Influence of Fly Ash and Fibers publication-title: ACI Materials Journal contributor: fullname: Wang – volume: 24 start-page: 2171 issue: 11 year: 2010 ident: key-10.14359/51710957-201902081015-R10 article-title: Effect of the Addition of Synthetic Fibers to Concrete Thin Slabs on Plastic Shrinkage Cracking publication-title: Construction & Building Materials doi: 10.1016/j.conbuildmat.2010.04.041 contributor: fullname: Pelisser |
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SubjectTerms | Age Cement Concrete Concretes Consolidation Crack propagation Cracks Expansion Expansive concrete Fiber reinforced concretes Fibers Heat treating Investigations Polypropylene Prestressed concrete Propylene Reinforced concrete Shrinkage Steel Stress concentration |
Title | Early-Age Cracking Resistance of Fiber-Reinforced Expansive Self-Consolidating Concrete |
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