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Utilization of sodium carbonate activator in strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC)
In this study, strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC) was produced using Na 2 CO 3 , Na 2 SiO 3 and their hybridization (1:1 in mole ratio) as alkaline activators. An ultra-high compressive strength was achieved for all the developed strain-hardening ultra-high-perfor...
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Published in: | Frontiers in materials 2023-02, Vol.10 |
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creator | Lao, Jian-Cong Xu, Ling-Yu Huang, Bo-Tao Zhu, Ji-Xiang Khan, Mehran Dai, Jian-Guo |
description | In this study, strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC) was produced using Na
2
CO
3
, Na
2
SiO
3
and their hybridization (1:1 in mole ratio) as alkaline activators. An ultra-high compressive strength was achieved for all the developed strain-hardening ultra-high-performance geopolymer concrete (i.e., over 130 MPa). Strain-hardening ultra-high-performance geopolymer concrete with hybrid Na
2
CO
3
and Na
2
SiO
3
activators showed the highest compressive strength (186.0 MPa), tensile strain capacity (0.44%), and tensile strength (11.9 MPa). It should be highlighted that very significant multiple cracking can be observed for all the strain-hardening ultra-high-performance geopolymer concrete even at a very low tensile strain level (e.g., 0.1%). According to the reaction heat, microstructures, and chemical composition analyses, strain-hardening ultra-high-performance geopolymer concrete with hybrid activators had the highest reaction degree, while that of Na
2
CO
3
-based strain-hardening ultra-high-performance geopolymer concrete was the lowest. It was found that the Na
2
CO
3
-based strain-hardening ultra-high-performance geopolymer concrete showed the best sustainability, and the strain-hardening ultra-high-performance geopolymer concrete with hybrid Na
2
SiO
3
and Na
2
CO
3
presented the best overall performance (considering the mechanical performance, energy consumption, environmental impact, and economical potential). The findings of this work provide useful knowledge for improving the sustainability and economic potential of strain-hardening ultra-high-performance geopolymer concrete materials. |
doi_str_mv | 10.3389/fmats.2023.1142237 |
format | article |
fullrecord | <record><control><sourceid>doaj_cross</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_df1b47175c444a2790ea7e8f96db97bb</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><doaj_id>oai_doaj_org_article_df1b47175c444a2790ea7e8f96db97bb</doaj_id><sourcerecordid>oai_doaj_org_article_df1b47175c444a2790ea7e8f96db97bb</sourcerecordid><originalsourceid>FETCH-LOGICAL-c357t-773344b5421a23d280dfd5d904688897c326a1a6aa922ad5a2b95fe5f2eab9ff3</originalsourceid><addsrcrecordid>eNpN0UtLAzEUhuFBFCzqH3CVpS6mJieZyWQpRa0gKGjX4UwubcrMpCRR0F9vvSCuzuFbPJu3qs4ZnXPeqSs_YslzoMDnjAkALg-qGYBq646y9vDff1yd5byllDIOjWAwq_KqhCF8YAlxItGTHG14HYnB1McJiyNoSnjDEhMJE8klYZjqDSbrpjCtyeuwX-pNWG_qnUs-phEn48jaxV0c3keXiImTSW4PXTwv69Xy6W5xeVodeRyyO_u9J9Xq9uZlsawfHu_uF9cPteGNLLWUnAvRNwIYArfQUettYxUVbdd1ShoOLTJsERUA2gahV413jQeHvfKen1T3P66NuNW7FEZM7zpi0N9DTGuNqQQzOG0964VksjFCCASpqEPpOq9a2yvZ93sLfiyTYs7J-T-PUf1VQX9X0F8V9G8F_gkQDn2V</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Utilization of sodium carbonate activator in strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC)</title><source>ROAD: Directory of Open Access Scholarly Resources</source><creator>Lao, Jian-Cong ; Xu, Ling-Yu ; Huang, Bo-Tao ; Zhu, Ji-Xiang ; Khan, Mehran ; Dai, Jian-Guo</creator><creatorcontrib>Lao, Jian-Cong ; Xu, Ling-Yu ; Huang, Bo-Tao ; Zhu, Ji-Xiang ; Khan, Mehran ; Dai, Jian-Guo</creatorcontrib><description>In this study, strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC) was produced using Na
2
CO
3
, Na
2
SiO
3
and their hybridization (1:1 in mole ratio) as alkaline activators. An ultra-high compressive strength was achieved for all the developed strain-hardening ultra-high-performance geopolymer concrete (i.e., over 130 MPa). Strain-hardening ultra-high-performance geopolymer concrete with hybrid Na
2
CO
3
and Na
2
SiO
3
activators showed the highest compressive strength (186.0 MPa), tensile strain capacity (0.44%), and tensile strength (11.9 MPa). It should be highlighted that very significant multiple cracking can be observed for all the strain-hardening ultra-high-performance geopolymer concrete even at a very low tensile strain level (e.g., 0.1%). According to the reaction heat, microstructures, and chemical composition analyses, strain-hardening ultra-high-performance geopolymer concrete with hybrid activators had the highest reaction degree, while that of Na
2
CO
3
-based strain-hardening ultra-high-performance geopolymer concrete was the lowest. It was found that the Na
2
CO
3
-based strain-hardening ultra-high-performance geopolymer concrete showed the best sustainability, and the strain-hardening ultra-high-performance geopolymer concrete with hybrid Na
2
SiO
3
and Na
2
CO
3
presented the best overall performance (considering the mechanical performance, energy consumption, environmental impact, and economical potential). The findings of this work provide useful knowledge for improving the sustainability and economic potential of strain-hardening ultra-high-performance geopolymer concrete materials.</description><identifier>ISSN: 2296-8016</identifier><identifier>EISSN: 2296-8016</identifier><identifier>DOI: 10.3389/fmats.2023.1142237</identifier><language>eng</language><publisher>Frontiers Media S.A</publisher><subject>alkali-activated fly ash/slag ; fiber-reinforced geopolymer composites ; multiple cracking ; Strain-Hardening Cementitious Composites (SHCC) ; Strain-Hardening Geopolymer Composites (SHGC) ; Ultra-High-Performance Concrete (UHPC)</subject><ispartof>Frontiers in materials, 2023-02, Vol.10</ispartof><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c357t-773344b5421a23d280dfd5d904688897c326a1a6aa922ad5a2b95fe5f2eab9ff3</citedby><cites>FETCH-LOGICAL-c357t-773344b5421a23d280dfd5d904688897c326a1a6aa922ad5a2b95fe5f2eab9ff3</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>Lao, Jian-Cong</creatorcontrib><creatorcontrib>Xu, Ling-Yu</creatorcontrib><creatorcontrib>Huang, Bo-Tao</creatorcontrib><creatorcontrib>Zhu, Ji-Xiang</creatorcontrib><creatorcontrib>Khan, Mehran</creatorcontrib><creatorcontrib>Dai, Jian-Guo</creatorcontrib><title>Utilization of sodium carbonate activator in strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC)</title><title>Frontiers in materials</title><description>In this study, strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC) was produced using Na
2
CO
3
, Na
2
SiO
3
and their hybridization (1:1 in mole ratio) as alkaline activators. An ultra-high compressive strength was achieved for all the developed strain-hardening ultra-high-performance geopolymer concrete (i.e., over 130 MPa). Strain-hardening ultra-high-performance geopolymer concrete with hybrid Na
2
CO
3
and Na
2
SiO
3
activators showed the highest compressive strength (186.0 MPa), tensile strain capacity (0.44%), and tensile strength (11.9 MPa). It should be highlighted that very significant multiple cracking can be observed for all the strain-hardening ultra-high-performance geopolymer concrete even at a very low tensile strain level (e.g., 0.1%). According to the reaction heat, microstructures, and chemical composition analyses, strain-hardening ultra-high-performance geopolymer concrete with hybrid activators had the highest reaction degree, while that of Na
2
CO
3
-based strain-hardening ultra-high-performance geopolymer concrete was the lowest. It was found that the Na
2
CO
3
-based strain-hardening ultra-high-performance geopolymer concrete showed the best sustainability, and the strain-hardening ultra-high-performance geopolymer concrete with hybrid Na
2
SiO
3
and Na
2
CO
3
presented the best overall performance (considering the mechanical performance, energy consumption, environmental impact, and economical potential). The findings of this work provide useful knowledge for improving the sustainability and economic potential of strain-hardening ultra-high-performance geopolymer concrete materials.</description><subject>alkali-activated fly ash/slag</subject><subject>fiber-reinforced geopolymer composites</subject><subject>multiple cracking</subject><subject>Strain-Hardening Cementitious Composites (SHCC)</subject><subject>Strain-Hardening Geopolymer Composites (SHGC)</subject><subject>Ultra-High-Performance Concrete (UHPC)</subject><issn>2296-8016</issn><issn>2296-8016</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNpN0UtLAzEUhuFBFCzqH3CVpS6mJieZyWQpRa0gKGjX4UwubcrMpCRR0F9vvSCuzuFbPJu3qs4ZnXPeqSs_YslzoMDnjAkALg-qGYBq646y9vDff1yd5byllDIOjWAwq_KqhCF8YAlxItGTHG14HYnB1McJiyNoSnjDEhMJE8klYZjqDSbrpjCtyeuwX-pNWG_qnUs-phEn48jaxV0c3keXiImTSW4PXTwv69Xy6W5xeVodeRyyO_u9J9Xq9uZlsawfHu_uF9cPteGNLLWUnAvRNwIYArfQUettYxUVbdd1ShoOLTJsERUA2gahV413jQeHvfKen1T3P66NuNW7FEZM7zpi0N9DTGuNqQQzOG0964VksjFCCASpqEPpOq9a2yvZ93sLfiyTYs7J-T-PUf1VQX9X0F8V9G8F_gkQDn2V</recordid><startdate>20230206</startdate><enddate>20230206</enddate><creator>Lao, Jian-Cong</creator><creator>Xu, Ling-Yu</creator><creator>Huang, Bo-Tao</creator><creator>Zhu, Ji-Xiang</creator><creator>Khan, Mehran</creator><creator>Dai, Jian-Guo</creator><general>Frontiers Media S.A</general><scope>AAYXX</scope><scope>CITATION</scope><scope>DOA</scope></search><sort><creationdate>20230206</creationdate><title>Utilization of sodium carbonate activator in strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC)</title><author>Lao, Jian-Cong ; Xu, Ling-Yu ; Huang, Bo-Tao ; Zhu, Ji-Xiang ; Khan, Mehran ; Dai, Jian-Guo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c357t-773344b5421a23d280dfd5d904688897c326a1a6aa922ad5a2b95fe5f2eab9ff3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>alkali-activated fly ash/slag</topic><topic>fiber-reinforced geopolymer composites</topic><topic>multiple cracking</topic><topic>Strain-Hardening Cementitious Composites (SHCC)</topic><topic>Strain-Hardening Geopolymer Composites (SHGC)</topic><topic>Ultra-High-Performance Concrete (UHPC)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lao, Jian-Cong</creatorcontrib><creatorcontrib>Xu, Ling-Yu</creatorcontrib><creatorcontrib>Huang, Bo-Tao</creatorcontrib><creatorcontrib>Zhu, Ji-Xiang</creatorcontrib><creatorcontrib>Khan, Mehran</creatorcontrib><creatorcontrib>Dai, Jian-Guo</creatorcontrib><collection>CrossRef</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Frontiers in materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lao, Jian-Cong</au><au>Xu, Ling-Yu</au><au>Huang, Bo-Tao</au><au>Zhu, Ji-Xiang</au><au>Khan, Mehran</au><au>Dai, Jian-Guo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Utilization of sodium carbonate activator in strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC)</atitle><jtitle>Frontiers in materials</jtitle><date>2023-02-06</date><risdate>2023</risdate><volume>10</volume><issn>2296-8016</issn><eissn>2296-8016</eissn><abstract>In this study, strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC) was produced using Na
2
CO
3
, Na
2
SiO
3
and their hybridization (1:1 in mole ratio) as alkaline activators. An ultra-high compressive strength was achieved for all the developed strain-hardening ultra-high-performance geopolymer concrete (i.e., over 130 MPa). Strain-hardening ultra-high-performance geopolymer concrete with hybrid Na
2
CO
3
and Na
2
SiO
3
activators showed the highest compressive strength (186.0 MPa), tensile strain capacity (0.44%), and tensile strength (11.9 MPa). It should be highlighted that very significant multiple cracking can be observed for all the strain-hardening ultra-high-performance geopolymer concrete even at a very low tensile strain level (e.g., 0.1%). According to the reaction heat, microstructures, and chemical composition analyses, strain-hardening ultra-high-performance geopolymer concrete with hybrid activators had the highest reaction degree, while that of Na
2
CO
3
-based strain-hardening ultra-high-performance geopolymer concrete was the lowest. It was found that the Na
2
CO
3
-based strain-hardening ultra-high-performance geopolymer concrete showed the best sustainability, and the strain-hardening ultra-high-performance geopolymer concrete with hybrid Na
2
SiO
3
and Na
2
CO
3
presented the best overall performance (considering the mechanical performance, energy consumption, environmental impact, and economical potential). The findings of this work provide useful knowledge for improving the sustainability and economic potential of strain-hardening ultra-high-performance geopolymer concrete materials.</abstract><pub>Frontiers Media S.A</pub><doi>10.3389/fmats.2023.1142237</doi><oa>free_for_read</oa></addata></record> |
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source | ROAD: Directory of Open Access Scholarly Resources |
subjects | alkali-activated fly ash/slag fiber-reinforced geopolymer composites multiple cracking Strain-Hardening Cementitious Composites (SHCC) Strain-Hardening Geopolymer Composites (SHGC) Ultra-High-Performance Concrete (UHPC) |
title | Utilization of sodium carbonate activator in strain-hardening ultra-high-performance geopolymer concrete (SH-UHPGC) |
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