Abrasion Resistance of Concrete with Different Mixture Compositions at Cold Curing Temperatures
This study aimed to investigate the effect of different curing conditions/temperatures on the compressive strength, flexural strength (FS), modulus of elasticity (ME), and abrasion resistance of concrete developed with different mixture compositions. The studied parameters included different water-b...
Gespeichert in:
| Veröffentlicht in: | ACI materials journal 2022-05, Vol.119 (3), p.236-246 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 246 |
|---|---|
| container_issue | 3 |
| container_start_page | 236 |
| container_title | ACI materials journal |
| container_volume | 119 |
| creator | Seyedfarizani, Sara AbdelAleem, Basem H Hassan, Assem A. A |
| description | This study aimed to investigate the effect of different curing conditions/temperatures on the compressive strength, flexural strength (FS), modulus of elasticity (ME), and abrasion resistance of concrete developed with different mixture compositions. The studied parameters included different water-binder ratios (w/b) (0.4 and 0.55), different coarse-to-fine aggregate ratios (C/F) (0.7 and 1.2), addition of steel fibers (SFs), and different supplementary cementitious materials (SCMs) (metakaolin [MK] and silica fume [SLF]). The developed mixtures were cured at four different curing conditions: moist curing (C1); air curing (C2); and cold curing, including +5[degrees]C curing (C3) and -10[degrees]C curing conditions (C4). The results indicated that the effect of curing concrete samples at cold curing conditions was more pronounced on FS results compared to all other mechanical properties results, in which the FS reduced by 23% and 41% at +5[degrees]C and -10[degrees]C curing conditions, respectively, compared to at the moist-curing condition. Despite the considerable enhancement in the mechanical properties and abrasion resistance when SFs or SCMs were used in the mixtures, cold curing of mixtures with SCMs or SFs significantly reduced this enhancement. The results also revealed that the rotating-cutter test results of the mixture with SFs were more affected by cold curing conditions than the sandblasting test results. Keywords: abrasion resistance; cold curing conditions; fiber-reinforced concrete; mechanical properties; supplementary cementitious materials (SCMs). |
| doi_str_mv | 10.14359/51734619 |
| format | Article |
| fullrecord | <record><control><sourceid>gale_proqu</sourceid><recordid>TN_cdi_proquest_journals_2673629971</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><galeid>A707433337</galeid><sourcerecordid>A707433337</sourcerecordid><originalsourceid>FETCH-LOGICAL-c284t-8357b0b81ac468be7a95df5271ba399ce1f5eac28a5147c9bc3521351da69dc43</originalsourceid><addsrcrecordid>eNptkU1LxDAQhosouK4e_AcBTx66Nk3TNMelfsKKICt4C2k6WbNsm5qkqP_e6CoqOHOYr-edOUySHONshgtC-RnFjBQl5jvJJKsqnpKcPu7-yveTA-_XWZaXlNJJIuaNk97YHt2DNz7IXgGyGtW2Vw4CoBcTntC50Roc9AHdmtcwOojzbrDehKj0SIZYb1pUj870K7SEbgAnPzh_mOxpufFw9BWnycPlxbK-Thd3Vzf1fJGqvCpCWhHKmqypsFRFWTXAJKetpjnDjSScK8CagoyspLhgijeK0BwTiltZ8lYVZJqcbPcOzj6P4INY29H18aTIS0bKnHOGf6iV3IAwvbbBSdUZr8ScZawg0VikZv9Q0VvojLI9aBP7fwSnW4Fy1nsHWgzOdNK9CZyJz7eI77eQd6usfiY</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2673629971</pqid></control><display><type>article</type><title>Abrasion Resistance of Concrete with Different Mixture Compositions at Cold Curing Temperatures</title><source>American Concrete Institute Online Journal Archives</source><creator>Seyedfarizani, Sara ; AbdelAleem, Basem H ; Hassan, Assem A. A</creator><creatorcontrib>Seyedfarizani, Sara ; AbdelAleem, Basem H ; Hassan, Assem A. A</creatorcontrib><description>This study aimed to investigate the effect of different curing conditions/temperatures on the compressive strength, flexural strength (FS), modulus of elasticity (ME), and abrasion resistance of concrete developed with different mixture compositions. The studied parameters included different water-binder ratios (w/b) (0.4 and 0.55), different coarse-to-fine aggregate ratios (C/F) (0.7 and 1.2), addition of steel fibers (SFs), and different supplementary cementitious materials (SCMs) (metakaolin [MK] and silica fume [SLF]). The developed mixtures were cured at four different curing conditions: moist curing (C1); air curing (C2); and cold curing, including +5[degrees]C curing (C3) and -10[degrees]C curing conditions (C4). The results indicated that the effect of curing concrete samples at cold curing conditions was more pronounced on FS results compared to all other mechanical properties results, in which the FS reduced by 23% and 41% at +5[degrees]C and -10[degrees]C curing conditions, respectively, compared to at the moist-curing condition. Despite the considerable enhancement in the mechanical properties and abrasion resistance when SFs or SCMs were used in the mixtures, cold curing of mixtures with SCMs or SFs significantly reduced this enhancement. The results also revealed that the rotating-cutter test results of the mixture with SFs were more affected by cold curing conditions than the sandblasting test results. Keywords: abrasion resistance; cold curing conditions; fiber-reinforced concrete; mechanical properties; supplementary cementitious materials (SCMs).</description><identifier>ISSN: 0889-325X</identifier><identifier>EISSN: 0889-325X</identifier><identifier>EISSN: 1944-737X</identifier><identifier>DOI: 10.14359/51734619</identifier><language>eng</language><publisher>Farmington Hills: American Concrete Institute</publisher><subject>Abrasion resistant steels ; Aggregates ; Building materials ; Cement hydration ; Cold ; Composition ; Compressive strength ; Concrete ; Curing ; Flexural strength ; Mechanical properties ; Metakaolin ; Methods ; Mixtures ; Modulus of elasticity ; Reinforced concrete ; Sandblasting ; Service life ; Silica fume ; Testing</subject><ispartof>ACI materials journal, 2022-05, Vol.119 (3), p.236-246</ispartof><rights>COPYRIGHT 2022 American Concrete Institute</rights><rights>Copyright American Concrete Institute May 2022</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c284t-8357b0b81ac468be7a95df5271ba399ce1f5eac28a5147c9bc3521351da69dc43</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,777,781,27905,27906</link.rule.ids></links><search><creatorcontrib>Seyedfarizani, Sara</creatorcontrib><creatorcontrib>AbdelAleem, Basem H</creatorcontrib><creatorcontrib>Hassan, Assem A. A</creatorcontrib><title>Abrasion Resistance of Concrete with Different Mixture Compositions at Cold Curing Temperatures</title><title>ACI materials journal</title><description>This study aimed to investigate the effect of different curing conditions/temperatures on the compressive strength, flexural strength (FS), modulus of elasticity (ME), and abrasion resistance of concrete developed with different mixture compositions. The studied parameters included different water-binder ratios (w/b) (0.4 and 0.55), different coarse-to-fine aggregate ratios (C/F) (0.7 and 1.2), addition of steel fibers (SFs), and different supplementary cementitious materials (SCMs) (metakaolin [MK] and silica fume [SLF]). The developed mixtures were cured at four different curing conditions: moist curing (C1); air curing (C2); and cold curing, including +5[degrees]C curing (C3) and -10[degrees]C curing conditions (C4). The results indicated that the effect of curing concrete samples at cold curing conditions was more pronounced on FS results compared to all other mechanical properties results, in which the FS reduced by 23% and 41% at +5[degrees]C and -10[degrees]C curing conditions, respectively, compared to at the moist-curing condition. Despite the considerable enhancement in the mechanical properties and abrasion resistance when SFs or SCMs were used in the mixtures, cold curing of mixtures with SCMs or SFs significantly reduced this enhancement. The results also revealed that the rotating-cutter test results of the mixture with SFs were more affected by cold curing conditions than the sandblasting test results. Keywords: abrasion resistance; cold curing conditions; fiber-reinforced concrete; mechanical properties; supplementary cementitious materials (SCMs).</description><subject>Abrasion resistant steels</subject><subject>Aggregates</subject><subject>Building materials</subject><subject>Cement hydration</subject><subject>Cold</subject><subject>Composition</subject><subject>Compressive strength</subject><subject>Concrete</subject><subject>Curing</subject><subject>Flexural strength</subject><subject>Mechanical properties</subject><subject>Metakaolin</subject><subject>Methods</subject><subject>Mixtures</subject><subject>Modulus of elasticity</subject><subject>Reinforced concrete</subject><subject>Sandblasting</subject><subject>Service life</subject><subject>Silica fume</subject><subject>Testing</subject><issn>0889-325X</issn><issn>0889-325X</issn><issn>1944-737X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNptkU1LxDAQhosouK4e_AcBTx66Nk3TNMelfsKKICt4C2k6WbNsm5qkqP_e6CoqOHOYr-edOUySHONshgtC-RnFjBQl5jvJJKsqnpKcPu7-yveTA-_XWZaXlNJJIuaNk97YHt2DNz7IXgGyGtW2Vw4CoBcTntC50Roc9AHdmtcwOojzbrDehKj0SIZYb1pUj870K7SEbgAnPzh_mOxpufFw9BWnycPlxbK-Thd3Vzf1fJGqvCpCWhHKmqypsFRFWTXAJKetpjnDjSScK8CagoyspLhgijeK0BwTiltZ8lYVZJqcbPcOzj6P4INY29H18aTIS0bKnHOGf6iV3IAwvbbBSdUZr8ScZawg0VikZv9Q0VvojLI9aBP7fwSnW4Fy1nsHWgzOdNK9CZyJz7eI77eQd6usfiY</recordid><startdate>20220501</startdate><enddate>20220501</enddate><creator>Seyedfarizani, Sara</creator><creator>AbdelAleem, Basem H</creator><creator>Hassan, Assem A. A</creator><general>American Concrete Institute</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>4T-</scope><scope>7QQ</scope><scope>7RQ</scope><scope>7SR</scope><scope>7XB</scope><scope>88I</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>8G5</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M2O</scope><scope>M2P</scope><scope>M7S</scope><scope>MBDVC</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>Q9U</scope><scope>U9A</scope></search><sort><creationdate>20220501</creationdate><title>Abrasion Resistance of Concrete with Different Mixture Compositions at Cold Curing Temperatures</title><author>Seyedfarizani, Sara ; AbdelAleem, Basem H ; Hassan, Assem A. A</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c284t-8357b0b81ac468be7a95df5271ba399ce1f5eac28a5147c9bc3521351da69dc43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Abrasion resistant steels</topic><topic>Aggregates</topic><topic>Building materials</topic><topic>Cement hydration</topic><topic>Cold</topic><topic>Composition</topic><topic>Compressive strength</topic><topic>Concrete</topic><topic>Curing</topic><topic>Flexural strength</topic><topic>Mechanical properties</topic><topic>Metakaolin</topic><topic>Methods</topic><topic>Mixtures</topic><topic>Modulus of elasticity</topic><topic>Reinforced concrete</topic><topic>Sandblasting</topic><topic>Service life</topic><topic>Silica fume</topic><topic>Testing</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Seyedfarizani, Sara</creatorcontrib><creatorcontrib>AbdelAleem, Basem H</creatorcontrib><creatorcontrib>Hassan, Assem A. A</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Docstoc</collection><collection>Ceramic Abstracts</collection><collection>Career & Technical Education Database</collection><collection>Engineered Materials Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Research Library (Alumni Edition)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Research Library Prep</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Research Library</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Research Library (Corporate)</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>ACI materials journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Seyedfarizani, Sara</au><au>AbdelAleem, Basem H</au><au>Hassan, Assem A. A</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Abrasion Resistance of Concrete with Different Mixture Compositions at Cold Curing Temperatures</atitle><jtitle>ACI materials journal</jtitle><date>2022-05-01</date><risdate>2022</risdate><volume>119</volume><issue>3</issue><spage>236</spage><epage>246</epage><pages>236-246</pages><issn>0889-325X</issn><eissn>0889-325X</eissn><eissn>1944-737X</eissn><abstract>This study aimed to investigate the effect of different curing conditions/temperatures on the compressive strength, flexural strength (FS), modulus of elasticity (ME), and abrasion resistance of concrete developed with different mixture compositions. The studied parameters included different water-binder ratios (w/b) (0.4 and 0.55), different coarse-to-fine aggregate ratios (C/F) (0.7 and 1.2), addition of steel fibers (SFs), and different supplementary cementitious materials (SCMs) (metakaolin [MK] and silica fume [SLF]). The developed mixtures were cured at four different curing conditions: moist curing (C1); air curing (C2); and cold curing, including +5[degrees]C curing (C3) and -10[degrees]C curing conditions (C4). The results indicated that the effect of curing concrete samples at cold curing conditions was more pronounced on FS results compared to all other mechanical properties results, in which the FS reduced by 23% and 41% at +5[degrees]C and -10[degrees]C curing conditions, respectively, compared to at the moist-curing condition. Despite the considerable enhancement in the mechanical properties and abrasion resistance when SFs or SCMs were used in the mixtures, cold curing of mixtures with SCMs or SFs significantly reduced this enhancement. The results also revealed that the rotating-cutter test results of the mixture with SFs were more affected by cold curing conditions than the sandblasting test results. Keywords: abrasion resistance; cold curing conditions; fiber-reinforced concrete; mechanical properties; supplementary cementitious materials (SCMs).</abstract><cop>Farmington Hills</cop><pub>American Concrete Institute</pub><doi>10.14359/51734619</doi><tpages>12</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0889-325X |
| ispartof | ACI materials journal, 2022-05, Vol.119 (3), p.236-246 |
| issn | 0889-325X 0889-325X 1944-737X |
| language | eng |
| recordid | cdi_proquest_journals_2673629971 |
| source | American Concrete Institute Online Journal Archives |
| subjects | Abrasion resistant steels Aggregates Building materials Cement hydration Cold Composition Compressive strength Concrete Curing Flexural strength Mechanical properties Metakaolin Methods Mixtures Modulus of elasticity Reinforced concrete Sandblasting Service life Silica fume Testing |
| title | Abrasion Resistance of Concrete with Different Mixture Compositions at Cold Curing Temperatures |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-17T12%3A59%3A30IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-gale_proqu&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Abrasion%20Resistance%20of%20Concrete%20with%20Different%20Mixture%20Compositions%20at%20Cold%20Curing%20Temperatures&rft.jtitle=ACI%20materials%20journal&rft.au=Seyedfarizani,%20Sara&rft.date=2022-05-01&rft.volume=119&rft.issue=3&rft.spage=236&rft.epage=246&rft.pages=236-246&rft.issn=0889-325X&rft.eissn=0889-325X&rft_id=info:doi/10.14359/51734619&rft_dat=%3Cgale_proqu%3EA707433337%3C/gale_proqu%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2673629971&rft_id=info:pmid/&rft_galeid=A707433337&rfr_iscdi=true |