Mechanical and Fracture Parameters of Ultra-High Performance Fiber Reinforcement Concrete Cured via Steam and Water: Optimization of Binder Content
An investigational study is conducted to examine the effects of different amounts of binders and curing methods on the mechanical behavior and ductility of Ultra-High Performance Fiber Reinforced Concretes (UHPFRCs) that contain 2% of Micro Steel Fiber (MSF). The aim is to find an optimum binder con...
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| Veröffentlicht in: | Materials 2021-04, Vol.14 (8), p.2016 |
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| creator | Mala, Avan Ahmed Sherwani, Aryan Far H Younis, Khaleel H Faraj, Rabar H Mosavi, Amir |
| description | An investigational study is conducted to examine the effects of different amounts of binders and curing methods on the mechanical behavior and ductility of Ultra-High Performance Fiber Reinforced Concretes (UHPFRCs) that contain 2% of Micro Steel Fiber (MSF). The aim is to find an optimum binder content for the UHPFRC mixes. The same water-to-binder ratio (w/b) of 0.12 was used for both water curing (WC) and steam curing (SC). Based on the curing methods, two series of eight mixes of UHPFRCs containing different binder contents ranging from 850 to 1200 kg/m
with an increment of 50 kg/m
were produced. Mechanical properties such as compressive strength, splitting tensile strength, static elastic module, flexural tensile strength and the ductility behavior were investigated. This study revealed that the mixture of 1150 kg/m
binder content exhibited the highest values of the experimental results such as a compressive strength greater than 190 MPa, a splitting tensile strength greater than 12.5 MPa, and a modulus of elasticity higher than 45 GPa. The results also show that all of the improvements began to slightly decrease at 1200 kg/m
of the binder content. On the other hand, it was concluded that SC resulted in higher mechanical performance and ductility behavior than WC. |
| doi_str_mv | 10.3390/ma14082016 |
| format | Article |
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with an increment of 50 kg/m
were produced. Mechanical properties such as compressive strength, splitting tensile strength, static elastic module, flexural tensile strength and the ductility behavior were investigated. This study revealed that the mixture of 1150 kg/m
binder content exhibited the highest values of the experimental results such as a compressive strength greater than 190 MPa, a splitting tensile strength greater than 12.5 MPa, and a modulus of elasticity higher than 45 GPa. The results also show that all of the improvements began to slightly decrease at 1200 kg/m
of the binder content. On the other hand, it was concluded that SC resulted in higher mechanical performance and ductility behavior than WC.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma14082016</identifier><identifier>PMID: 33923740</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Binders (materials) ; Cement ; Compressive strength ; Concrete ; Ductility ; Fiber reinforced concretes ; Fiber reinforcement ; Hydration ; Manufacturing ; Mechanical properties ; Mixtures ; Modulus of elasticity ; Optimization ; Particle size ; Reinforcing steels ; Splitting ; Steam curing ; Steel fibers ; Strain hardening ; Tensile strength</subject><ispartof>Materials, 2021-04, Vol.14 (8), p.2016</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/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><rights>2021 by the authors. 2021</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c406t-ce7c8023fff867301772deeda09c68afb3ea973fc40c7f110efaf406e07be7fa3</citedby><cites>FETCH-LOGICAL-c406t-ce7c8023fff867301772deeda09c68afb3ea973fc40c7f110efaf406e07be7fa3</cites><orcidid>0000-0003-0810-3867 ; 0000-0002-7091-2844 ; 0000-0001-6999-2106 ; 0000-0001-8953-6263 ; 0000-0003-4842-0613</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC8074175/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC8074175/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,314,727,780,784,885,27924,27925,53791,53793</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/33923740$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Mala, Avan Ahmed</creatorcontrib><creatorcontrib>Sherwani, Aryan Far H</creatorcontrib><creatorcontrib>Younis, Khaleel H</creatorcontrib><creatorcontrib>Faraj, Rabar H</creatorcontrib><creatorcontrib>Mosavi, Amir</creatorcontrib><title>Mechanical and Fracture Parameters of Ultra-High Performance Fiber Reinforcement Concrete Cured via Steam and Water: Optimization of Binder Content</title><title>Materials</title><addtitle>Materials (Basel)</addtitle><description>An investigational study is conducted to examine the effects of different amounts of binders and curing methods on the mechanical behavior and ductility of Ultra-High Performance Fiber Reinforced Concretes (UHPFRCs) that contain 2% of Micro Steel Fiber (MSF). The aim is to find an optimum binder content for the UHPFRC mixes. The same water-to-binder ratio (w/b) of 0.12 was used for both water curing (WC) and steam curing (SC). Based on the curing methods, two series of eight mixes of UHPFRCs containing different binder contents ranging from 850 to 1200 kg/m
with an increment of 50 kg/m
were produced. Mechanical properties such as compressive strength, splitting tensile strength, static elastic module, flexural tensile strength and the ductility behavior were investigated. This study revealed that the mixture of 1150 kg/m
binder content exhibited the highest values of the experimental results such as a compressive strength greater than 190 MPa, a splitting tensile strength greater than 12.5 MPa, and a modulus of elasticity higher than 45 GPa. The results also show that all of the improvements began to slightly decrease at 1200 kg/m
of the binder content. 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Sherwani, Aryan Far H ; Younis, Khaleel H ; Faraj, Rabar H ; Mosavi, Amir</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c406t-ce7c8023fff867301772deeda09c68afb3ea973fc40c7f110efaf406e07be7fa3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Binders (materials)</topic><topic>Cement</topic><topic>Compressive strength</topic><topic>Concrete</topic><topic>Ductility</topic><topic>Fiber reinforced concretes</topic><topic>Fiber reinforcement</topic><topic>Hydration</topic><topic>Manufacturing</topic><topic>Mechanical properties</topic><topic>Mixtures</topic><topic>Modulus of elasticity</topic><topic>Optimization</topic><topic>Particle size</topic><topic>Reinforcing steels</topic><topic>Splitting</topic><topic>Steam curing</topic><topic>Steel fibers</topic><topic>Strain hardening</topic><topic>Tensile strength</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mala, Avan Ahmed</creatorcontrib><creatorcontrib>Sherwani, Aryan Far H</creatorcontrib><creatorcontrib>Younis, Khaleel H</creatorcontrib><creatorcontrib>Faraj, Rabar H</creatorcontrib><creatorcontrib>Mosavi, Amir</creatorcontrib><collection>PubMed</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</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>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</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>MEDLINE - Academic</collection><collection>PubMed Central (Full Participant titles)</collection><jtitle>Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Mala, Avan Ahmed</au><au>Sherwani, Aryan Far H</au><au>Younis, Khaleel H</au><au>Faraj, Rabar H</au><au>Mosavi, Amir</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Mechanical and Fracture Parameters of Ultra-High Performance Fiber Reinforcement Concrete Cured via Steam and Water: Optimization of Binder Content</atitle><jtitle>Materials</jtitle><addtitle>Materials (Basel)</addtitle><date>2021-04-16</date><risdate>2021</risdate><volume>14</volume><issue>8</issue><spage>2016</spage><pages>2016-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>An investigational study is conducted to examine the effects of different amounts of binders and curing methods on the mechanical behavior and ductility of Ultra-High Performance Fiber Reinforced Concretes (UHPFRCs) that contain 2% of Micro Steel Fiber (MSF). 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with an increment of 50 kg/m
were produced. Mechanical properties such as compressive strength, splitting tensile strength, static elastic module, flexural tensile strength and the ductility behavior were investigated. This study revealed that the mixture of 1150 kg/m
binder content exhibited the highest values of the experimental results such as a compressive strength greater than 190 MPa, a splitting tensile strength greater than 12.5 MPa, and a modulus of elasticity higher than 45 GPa. The results also show that all of the improvements began to slightly decrease at 1200 kg/m
of the binder content. On the other hand, it was concluded that SC resulted in higher mechanical performance and ductility behavior than WC.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>33923740</pmid><doi>10.3390/ma14082016</doi><orcidid>https://orcid.org/0000-0003-0810-3867</orcidid><orcidid>https://orcid.org/0000-0002-7091-2844</orcidid><orcidid>https://orcid.org/0000-0001-6999-2106</orcidid><orcidid>https://orcid.org/0000-0001-8953-6263</orcidid><orcidid>https://orcid.org/0000-0003-4842-0613</orcidid><oa>free_for_read</oa></addata></record> |
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| source | MDPI - Multidisciplinary Digital Publishing Institute; EZB Free E-Journals; PubMed Central; Free Full-Text Journals in Chemistry; PubMed Central Open Access |
| subjects | Binders (materials) Cement Compressive strength Concrete Ductility Fiber reinforced concretes Fiber reinforcement Hydration Manufacturing Mechanical properties Mixtures Modulus of elasticity Optimization Particle size Reinforcing steels Splitting Steam curing Steel fibers Strain hardening Tensile strength |
| title | Mechanical and Fracture Parameters of Ultra-High Performance Fiber Reinforcement Concrete Cured via Steam and Water: Optimization of Binder Content |
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