Influences of Sodium Lignosulfonate and High-Volume Fly Ash on Setting Time and Hardened State Properties of Engineered Cementitious Composites
Engineered Cementitious Composites (ECC) exhibit high ductility accompanied by multiple narrow cracking behavior under uniaxial tension. The study experimentally investigated the influence of sodium lignosulfonate and high volumes of fly ash (HVFA) on the properties of fresh and hardened ECC, with t...
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| creator | Atmajayanti, Anggun Tri Hung, Chung-Chan Yuen, Terry Y. P. Shih, Run-Chan |
| description | Engineered Cementitious Composites (ECC) exhibit high ductility accompanied by multiple narrow cracking behavior under uniaxial tension. The study experimentally investigated the influence of sodium lignosulfonate and high volumes of fly ash (HVFA) on the properties of fresh and hardened ECC, with the experimental variables including the amounts of fly ash, polyvinyl alcohol (PVA) fibers, and sodium lignosulfonate. The test results were discussed extensively in terms of the initial and final setting times, compressive and tensile behavior, and drying and autogenous shrinkage. The results indicated that the initial and final setting times of ECC were increased along with the sodium lignosulfonate content of up to 1%. The drying shrinkage development was governed by the first 14 days. In addition, the major autogenous shrinkage developed for more than 28 days. The amounts of fly ash, PVA fibers, and sodium lignosulfonate considerably impacted the autogenous shrinkage. Moreover, it was found that the dosage of sodium lignosulfonate at 0.5% of the weight of Portland cement optimally reduced the shrinkage and enhanced the tensile strain capacity for ECC. |
| doi_str_mv | 10.3390/ma14174779 |
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In addition, the major autogenous shrinkage developed for more than 28 days. The amounts of fly ash, PVA fibers, and sodium lignosulfonate considerably impacted the autogenous shrinkage. Moreover, it was found that the dosage of sodium lignosulfonate at 0.5% of the weight of Portland cement optimally reduced the shrinkage and enhanced the tensile strain capacity for ECC.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma14174779</identifier><identifier>PMID: 34500868</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Cement ; Composite materials ; Concrete mixing ; Drying ; Fly ash ; Lignosulfonates ; Polyvinyl alcohol ; Portland cements ; Setting (hardening) ; Shrinkage ; Sodium ; Tensile strain ; Tensile strength ; Test methods</subject><ispartof>Materials, 2021-08, Vol.14 (17), p.4779</ispartof><rights>2021 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 (https://creativecommons.org/licenses/by/4.0/). 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P.</creatorcontrib><creatorcontrib>Shih, Run-Chan</creatorcontrib><title>Influences of Sodium Lignosulfonate and High-Volume Fly Ash on Setting Time and Hardened State Properties of Engineered Cementitious Composites</title><title>Materials</title><description>Engineered Cementitious Composites (ECC) exhibit high ductility accompanied by multiple narrow cracking behavior under uniaxial tension. The study experimentally investigated the influence of sodium lignosulfonate and high volumes of fly ash (HVFA) on the properties of fresh and hardened ECC, with the experimental variables including the amounts of fly ash, polyvinyl alcohol (PVA) fibers, and sodium lignosulfonate. The test results were discussed extensively in terms of the initial and final setting times, compressive and tensile behavior, and drying and autogenous shrinkage. The results indicated that the initial and final setting times of ECC were increased along with the sodium lignosulfonate content of up to 1%. The drying shrinkage development was governed by the first 14 days. In addition, the major autogenous shrinkage developed for more than 28 days. The amounts of fly ash, PVA fibers, and sodium lignosulfonate considerably impacted the autogenous shrinkage. Moreover, it was found that the dosage of sodium lignosulfonate at 0.5% of the weight of Portland cement optimally reduced the shrinkage and enhanced the tensile strain capacity for ECC.</description><subject>Cement</subject><subject>Composite materials</subject><subject>Concrete mixing</subject><subject>Drying</subject><subject>Fly ash</subject><subject>Lignosulfonates</subject><subject>Polyvinyl alcohol</subject><subject>Portland cements</subject><subject>Setting (hardening)</subject><subject>Shrinkage</subject><subject>Sodium</subject><subject>Tensile strain</subject><subject>Tensile strength</subject><subject>Test methods</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpdkd9rHCEQx6W0NCHNS_8CoS-lsI2uuru-FMKRNIGDFC7tq3g6u2dY9apuIH9F_-Wa3tFf8zAjfD_zdYZB6C0lHxmT5MJrymnP-16-QKdUyq6hkvOXf71P0HnOD6QGY3Ro5Wt0wrggZOiGU_TjNozzAsFAxnHEm2jd4vHaTSHmZR5j0AWwDhbfuGnXfIvz4gFfz0_4Mu9wDHgDpbgw4Xvnj5xOFgJYvCnPrV9S3EMq7mB_FSYXAFKVV-AhFFdcXDJeRb-P2RXIb9CrUc8Zzo_1DH29vrpf3TTru8-3q8t1Y9jASmMt0d3WtLTTIyfQCgHGECLoAJxbbflg-54wse0Mt1TStiaytVWxBATr2Bn6dPDdL1sP1tRZkp7VPjmv05OK2ql_leB2aoqPauCs5UJWg_dHgxS_L5CL8i4bmGcdoK6kWtHXf0UneEXf_Yc-xCWFut4vikkhKanUhwNlUsw5wfh7GErU86nVn1Ozn3MAnKA</recordid><startdate>20210824</startdate><enddate>20210824</enddate><creator>Atmajayanti, Anggun Tri</creator><creator>Hung, Chung-Chan</creator><creator>Yuen, Terry Y. 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P.</au><au>Shih, Run-Chan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Influences of Sodium Lignosulfonate and High-Volume Fly Ash on Setting Time and Hardened State Properties of Engineered Cementitious Composites</atitle><jtitle>Materials</jtitle><date>2021-08-24</date><risdate>2021</risdate><volume>14</volume><issue>17</issue><spage>4779</spage><pages>4779-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>Engineered Cementitious Composites (ECC) exhibit high ductility accompanied by multiple narrow cracking behavior under uniaxial tension. The study experimentally investigated the influence of sodium lignosulfonate and high volumes of fly ash (HVFA) on the properties of fresh and hardened ECC, with the experimental variables including the amounts of fly ash, polyvinyl alcohol (PVA) fibers, and sodium lignosulfonate. 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| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; PubMed Central Open Access; MDPI - Multidisciplinary Digital Publishing Institute; PubMed Central; Free Full-Text Journals in Chemistry |
| subjects | Cement Composite materials Concrete mixing Drying Fly ash Lignosulfonates Polyvinyl alcohol Portland cements Setting (hardening) Shrinkage Sodium Tensile strain Tensile strength Test methods |
| title | Influences of Sodium Lignosulfonate and High-Volume Fly Ash on Setting Time and Hardened State Properties of Engineered Cementitious Composites |
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