Hemp fiber reinforced lightweight concrete (HRLWC) with coarse pumice aggregate and mitigation of degradation
Concrete with cellulosic fibers should preserve the microstructural and functional properties with less degradation and without micro-organisms for several years. This study focuses on the usability of hemp fibers in a mixture combined with lightweight aggregates (LWA) and cementitious materials. Un...
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Veröffentlicht in: | Materials and structures 2023-04, Vol.56 (3), Article 59 |
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description | Concrete with cellulosic fibers should preserve the microstructural and functional properties with less degradation and without micro-organisms for several years. This study focuses on the usability of hemp fibers in a mixture combined with lightweight aggregates (LWA) and cementitious materials. Unlike mostly mortar based current literature, this study addresses the hemp fiber reinforced lightweight concrete (HRLWC) in which coarse aggregates are also used, and these aggregates are volcanic pumice aggregates (VPA). In order to mitigate fiber degradation induced by alkali attack, supplementary cementitious materials (SCM) e.g. metakaolin, blast furnace slag and fly ash were used. Total binding materials and water to binder ratio were taken constant, and the hemp fiber ratio was chosen as
V
f
= 1.0%. In this scope, compressive strength, flexural behavior, energy absorption, crack width, density, and water absorption were experimentally investigated. Herein, two important exposures on samples are under consideration, one is the natural moisture curing due to LWAs which resemble water reservoir gradually releasing water, the first time for cellulosic fibers in the current literature. The second one is the accelerated aging test to provoke alkali release by immersing in hot water for 10 days. The findings from test results and micro photographs reveal that the pumice aggregates combined with proper SCMs are suitable to contribute sustainable HRLWC design. |
doi_str_mv | 10.1617/s11527-023-02142-8 |
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V
f
= 1.0%. In this scope, compressive strength, flexural behavior, energy absorption, crack width, density, and water absorption were experimentally investigated. Herein, two important exposures on samples are under consideration, one is the natural moisture curing due to LWAs which resemble water reservoir gradually releasing water, the first time for cellulosic fibers in the current literature. The second one is the accelerated aging test to provoke alkali release by immersing in hot water for 10 days. The findings from test results and micro photographs reveal that the pumice aggregates combined with proper SCMs are suitable to contribute sustainable HRLWC design.</description><identifier>ISSN: 1359-5997</identifier><identifier>EISSN: 1871-6873</identifier><identifier>DOI: 10.1617/s11527-023-02142-8</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Accelerated aging tests ; Aggregates ; Aging (natural) ; Blast furnace slags ; Building construction ; Building Materials ; Cellulose fibers ; Civil Engineering ; Compressive strength ; Concrete aggregates ; Degradation ; Energy absorption ; Engineering ; Fiber reinforced concretes ; Fly ash ; Hemp ; Lightweight concretes ; Machines ; Manufacturing ; Materials Science ; Metakaolin ; Moisture effects ; Mortars (material) ; Original Article ; Processes ; Pumice ; Solid Mechanics ; Theoretical and Applied Mechanics ; Water absorption</subject><ispartof>Materials and structures, 2023-04, Vol.56 (3), Article 59</ispartof><rights>The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-b6be040c3bbf3b1b039bc2983a2fc555b4ac65f734a88d98b2a37d4285b2e24f3</citedby><cites>FETCH-LOGICAL-c319t-b6be040c3bbf3b1b039bc2983a2fc555b4ac65f734a88d98b2a37d4285b2e24f3</cites><orcidid>0000-0003-1985-448X ; 0000-0003-2891-2952</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1617/s11527-023-02142-8$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1617/s11527-023-02142-8$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Merve Tuncer, H.</creatorcontrib><creatorcontrib>Canan Girgin, Z.</creatorcontrib><title>Hemp fiber reinforced lightweight concrete (HRLWC) with coarse pumice aggregate and mitigation of degradation</title><title>Materials and structures</title><addtitle>Mater Struct</addtitle><description>Concrete with cellulosic fibers should preserve the microstructural and functional properties with less degradation and without micro-organisms for several years. This study focuses on the usability of hemp fibers in a mixture combined with lightweight aggregates (LWA) and cementitious materials. Unlike mostly mortar based current literature, this study addresses the hemp fiber reinforced lightweight concrete (HRLWC) in which coarse aggregates are also used, and these aggregates are volcanic pumice aggregates (VPA). In order to mitigate fiber degradation induced by alkali attack, supplementary cementitious materials (SCM) e.g. metakaolin, blast furnace slag and fly ash were used. Total binding materials and water to binder ratio were taken constant, and the hemp fiber ratio was chosen as
V
f
= 1.0%. In this scope, compressive strength, flexural behavior, energy absorption, crack width, density, and water absorption were experimentally investigated. Herein, two important exposures on samples are under consideration, one is the natural moisture curing due to LWAs which resemble water reservoir gradually releasing water, the first time for cellulosic fibers in the current literature. The second one is the accelerated aging test to provoke alkali release by immersing in hot water for 10 days. The findings from test results and micro photographs reveal that the pumice aggregates combined with proper SCMs are suitable to contribute sustainable HRLWC design.</description><subject>Accelerated aging tests</subject><subject>Aggregates</subject><subject>Aging (natural)</subject><subject>Blast furnace slags</subject><subject>Building construction</subject><subject>Building Materials</subject><subject>Cellulose fibers</subject><subject>Civil Engineering</subject><subject>Compressive strength</subject><subject>Concrete aggregates</subject><subject>Degradation</subject><subject>Energy absorption</subject><subject>Engineering</subject><subject>Fiber reinforced concretes</subject><subject>Fly ash</subject><subject>Hemp</subject><subject>Lightweight concretes</subject><subject>Machines</subject><subject>Manufacturing</subject><subject>Materials Science</subject><subject>Metakaolin</subject><subject>Moisture effects</subject><subject>Mortars (material)</subject><subject>Original Article</subject><subject>Processes</subject><subject>Pumice</subject><subject>Solid Mechanics</subject><subject>Theoretical and Applied Mechanics</subject><subject>Water absorption</subject><issn>1359-5997</issn><issn>1871-6873</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNp9UMtKAzEUHUTBWv0BVwE3uhidJJNJspSiVigIorgMSeZmmtJ5mEwR_960I7hzcZ-cc-7lZNklLm5xhfldxJgRnheEpsAlycVRNsOC47wSnB6nnjKZMyn5aXYW46YoqMSYzLJ2Ce2AnDcQUADfuT5YqNHWN-vxC_YZ2b6zAUZA18vX1cfiBn35cZ22OkRAw671FpBumgCNTiDd1aj1o0-D7zvUO1RDE3R9GM-zE6e3ES5-6zx7f3x4Wyzz1cvT8-J-lVuK5ZibykBRFpYa46jBJj1rLJGCauIsY8yU2lbMcVpqIWopDNGU1yURzBAgpaPz7GrSHUL_uYM4qk2_C106qQiXBWWl4DyhyISyoY8xgFND8K0O3woXam-rmmxVyVZ1sFWJRKITKSZw10D4k_6H9QPV0Xu4</recordid><startdate>20230401</startdate><enddate>20230401</enddate><creator>Merve Tuncer, H.</creator><creator>Canan Girgin, Z.</creator><general>Springer Netherlands</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0003-1985-448X</orcidid><orcidid>https://orcid.org/0000-0003-2891-2952</orcidid></search><sort><creationdate>20230401</creationdate><title>Hemp fiber reinforced lightweight concrete (HRLWC) with coarse pumice aggregate and mitigation of degradation</title><author>Merve Tuncer, H. ; Canan Girgin, Z.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-b6be040c3bbf3b1b039bc2983a2fc555b4ac65f734a88d98b2a37d4285b2e24f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Accelerated aging tests</topic><topic>Aggregates</topic><topic>Aging (natural)</topic><topic>Blast furnace slags</topic><topic>Building construction</topic><topic>Building Materials</topic><topic>Cellulose fibers</topic><topic>Civil Engineering</topic><topic>Compressive strength</topic><topic>Concrete aggregates</topic><topic>Degradation</topic><topic>Energy absorption</topic><topic>Engineering</topic><topic>Fiber reinforced concretes</topic><topic>Fly ash</topic><topic>Hemp</topic><topic>Lightweight concretes</topic><topic>Machines</topic><topic>Manufacturing</topic><topic>Materials Science</topic><topic>Metakaolin</topic><topic>Moisture effects</topic><topic>Mortars (material)</topic><topic>Original Article</topic><topic>Processes</topic><topic>Pumice</topic><topic>Solid Mechanics</topic><topic>Theoretical and Applied Mechanics</topic><topic>Water absorption</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Merve Tuncer, H.</creatorcontrib><creatorcontrib>Canan Girgin, Z.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Materials and structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Merve Tuncer, H.</au><au>Canan Girgin, Z.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Hemp fiber reinforced lightweight concrete (HRLWC) with coarse pumice aggregate and mitigation of degradation</atitle><jtitle>Materials and structures</jtitle><stitle>Mater Struct</stitle><date>2023-04-01</date><risdate>2023</risdate><volume>56</volume><issue>3</issue><artnum>59</artnum><issn>1359-5997</issn><eissn>1871-6873</eissn><abstract>Concrete with cellulosic fibers should preserve the microstructural and functional properties with less degradation and without micro-organisms for several years. This study focuses on the usability of hemp fibers in a mixture combined with lightweight aggregates (LWA) and cementitious materials. Unlike mostly mortar based current literature, this study addresses the hemp fiber reinforced lightweight concrete (HRLWC) in which coarse aggregates are also used, and these aggregates are volcanic pumice aggregates (VPA). In order to mitigate fiber degradation induced by alkali attack, supplementary cementitious materials (SCM) e.g. metakaolin, blast furnace slag and fly ash were used. Total binding materials and water to binder ratio were taken constant, and the hemp fiber ratio was chosen as
V
f
= 1.0%. In this scope, compressive strength, flexural behavior, energy absorption, crack width, density, and water absorption were experimentally investigated. Herein, two important exposures on samples are under consideration, one is the natural moisture curing due to LWAs which resemble water reservoir gradually releasing water, the first time for cellulosic fibers in the current literature. The second one is the accelerated aging test to provoke alkali release by immersing in hot water for 10 days. The findings from test results and micro photographs reveal that the pumice aggregates combined with proper SCMs are suitable to contribute sustainable HRLWC design.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1617/s11527-023-02142-8</doi><orcidid>https://orcid.org/0000-0003-1985-448X</orcidid><orcidid>https://orcid.org/0000-0003-2891-2952</orcidid></addata></record> |
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subjects | Accelerated aging tests Aggregates Aging (natural) Blast furnace slags Building construction Building Materials Cellulose fibers Civil Engineering Compressive strength Concrete aggregates Degradation Energy absorption Engineering Fiber reinforced concretes Fly ash Hemp Lightweight concretes Machines Manufacturing Materials Science Metakaolin Moisture effects Mortars (material) Original Article Processes Pumice Solid Mechanics Theoretical and Applied Mechanics Water absorption |
title | Hemp fiber reinforced lightweight concrete (HRLWC) with coarse pumice aggregate and mitigation of degradation |
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