Properties of Hybrid Fiber Reinforced Cement - based Composites
Three-point bending tests and uniaxial tension tests on Hybrid Fiber Reinforced cement-based Composites (HFRCC) were carried out. HFRCC contains both specially-processed steel fiber (steel cord) and synthetic fiber. As the result of the bending tests, it was confirmed that coarse and wide cracks wer...
Gespeichert in:
Veröffentlicht in: | Journal of Advanced Concrete Technology 2003, Vol.1(3), pp.283-290 |
---|---|
Hauptverfasser: | , , |
Format: | Artikel |
Sprache: | eng |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 290 |
---|---|
container_issue | 3 |
container_start_page | 283 |
container_title | Journal of Advanced Concrete Technology |
container_volume | 1 |
creator | Kawamata, Atsushi Mihashi, Hirozo Fukuyama, Hiroshi |
description | Three-point bending tests and uniaxial tension tests on Hybrid Fiber Reinforced cement-based Composites (HFRCC) were carried out. HFRCC contains both specially-processed steel fiber (steel cord) and synthetic fiber. As the result of the bending tests, it was confirmed that coarse and wide cracks were observed near the notch of the specimens reinforced with only steel cord. On the other hand, HFRCC showed high strength and ductility. Furthermore HFRCC developed in this study showed multiple cracks and pseudostrain hardening under uniaxial tension. Therefore it could be confirmed that HFRCC has a sufficiently high performance to qualify as High Performance Fiber Reinforced Cement-based Composites (HPFRCC) as defined in previous studies. |
doi_str_mv | 10.3151/jact.1.283 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_27932510</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3183077381</sourcerecordid><originalsourceid>FETCH-LOGICAL-c3933-d7853970db0281618c0eb4acb7de7b2aa52510e0d7cf0adf04521a5ec0335e343</originalsourceid><addsrcrecordid>eNpdkMFKw0AQQBdRsFYvfkFA8CCk7uwk3eSiSLFWKCii52WzmWhCko276aF_b9JqDx6GmWHeDMNj7BL4DCGG20qbfgYzkeARmwBGMsQU8HhXz8OEQ3TKzryvOEeJUk7Y_auzHbm-JB_YIlhtM1fmwbLMyAVvVLaFdYbyYEENtX0QBpn2Y2ubzvqyJ3_OTgpde7r4zVP2sXx8X6zC9cvT8-JhHRpMEcNcJjGmkucZFwnMITGcskibTOYkM6F1LGLgxHNpCq7zgkexAB2T4YgxYYRTdr2_2zn7vSHfq6b0hupat2Q3XgmZ4nhiAK_-gZXduHb4TUEkZQKRECN1s6eMs947KlTnyka7rQKuRpNqNKlADSYH-G4PV77Xn3RA9aDN1PSH4i6GhcPAfGmnqMUfSoZ7vw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1477814220</pqid></control><display><type>article</type><title>Properties of Hybrid Fiber Reinforced Cement - based Composites</title><source>J-STAGE Free</source><source>EZB-FREE-00999 freely available EZB journals</source><creator>Kawamata, Atsushi ; Mihashi, Hirozo ; Fukuyama, Hiroshi</creator><creatorcontrib>Kawamata, Atsushi ; Mihashi, Hirozo ; Fukuyama, Hiroshi</creatorcontrib><description>Three-point bending tests and uniaxial tension tests on Hybrid Fiber Reinforced cement-based Composites (HFRCC) were carried out. HFRCC contains both specially-processed steel fiber (steel cord) and synthetic fiber. As the result of the bending tests, it was confirmed that coarse and wide cracks were observed near the notch of the specimens reinforced with only steel cord. On the other hand, HFRCC showed high strength and ductility. Furthermore HFRCC developed in this study showed multiple cracks and pseudostrain hardening under uniaxial tension. Therefore it could be confirmed that HFRCC has a sufficiently high performance to qualify as High Performance Fiber Reinforced Cement-based Composites (HPFRCC) as defined in previous studies.</description><identifier>ISSN: 1346-8014</identifier><identifier>EISSN: 1347-3913</identifier><identifier>DOI: 10.3151/jact.1.283</identifier><language>eng</language><publisher>Tokyo: Japan Concrete Institute</publisher><ispartof>Journal of Advanced Concrete Technology, 2003, Vol.1(3), pp.283-290</ispartof><rights>2003 by Japan Concrete Institute</rights><rights>Copyright Japan Science and Technology Agency 2003</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3933-d7853970db0281618c0eb4acb7de7b2aa52510e0d7cf0adf04521a5ec0335e343</citedby><cites>FETCH-LOGICAL-c3933-d7853970db0281618c0eb4acb7de7b2aa52510e0d7cf0adf04521a5ec0335e343</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,1883,27924,27925</link.rule.ids></links><search><creatorcontrib>Kawamata, Atsushi</creatorcontrib><creatorcontrib>Mihashi, Hirozo</creatorcontrib><creatorcontrib>Fukuyama, Hiroshi</creatorcontrib><title>Properties of Hybrid Fiber Reinforced Cement - based Composites</title><title>Journal of Advanced Concrete Technology</title><addtitle>ACT</addtitle><description>Three-point bending tests and uniaxial tension tests on Hybrid Fiber Reinforced cement-based Composites (HFRCC) were carried out. HFRCC contains both specially-processed steel fiber (steel cord) and synthetic fiber. As the result of the bending tests, it was confirmed that coarse and wide cracks were observed near the notch of the specimens reinforced with only steel cord. On the other hand, HFRCC showed high strength and ductility. Furthermore HFRCC developed in this study showed multiple cracks and pseudostrain hardening under uniaxial tension. Therefore it could be confirmed that HFRCC has a sufficiently high performance to qualify as High Performance Fiber Reinforced Cement-based Composites (HPFRCC) as defined in previous studies.</description><issn>1346-8014</issn><issn>1347-3913</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2003</creationdate><recordtype>article</recordtype><recordid>eNpdkMFKw0AQQBdRsFYvfkFA8CCk7uwk3eSiSLFWKCii52WzmWhCko276aF_b9JqDx6GmWHeDMNj7BL4DCGG20qbfgYzkeARmwBGMsQU8HhXz8OEQ3TKzryvOEeJUk7Y_auzHbm-JB_YIlhtM1fmwbLMyAVvVLaFdYbyYEENtX0QBpn2Y2ubzvqyJ3_OTgpde7r4zVP2sXx8X6zC9cvT8-JhHRpMEcNcJjGmkucZFwnMITGcskibTOYkM6F1LGLgxHNpCq7zgkexAB2T4YgxYYRTdr2_2zn7vSHfq6b0hupat2Q3XgmZ4nhiAK_-gZXduHb4TUEkZQKRECN1s6eMs947KlTnyka7rQKuRpNqNKlADSYH-G4PV77Xn3RA9aDN1PSH4i6GhcPAfGmnqMUfSoZ7vw</recordid><startdate>20030101</startdate><enddate>20030101</enddate><creator>Kawamata, Atsushi</creator><creator>Mihashi, Hirozo</creator><creator>Fukuyama, Hiroshi</creator><general>Japan Concrete Institute</general><general>Japan Science and Technology Agency</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20030101</creationdate><title>Properties of Hybrid Fiber Reinforced Cement - based Composites</title><author>Kawamata, Atsushi ; Mihashi, Hirozo ; Fukuyama, Hiroshi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3933-d7853970db0281618c0eb4acb7de7b2aa52510e0d7cf0adf04521a5ec0335e343</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2003</creationdate><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kawamata, Atsushi</creatorcontrib><creatorcontrib>Mihashi, Hirozo</creatorcontrib><creatorcontrib>Fukuyama, Hiroshi</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</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>Journal of Advanced Concrete Technology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kawamata, Atsushi</au><au>Mihashi, Hirozo</au><au>Fukuyama, Hiroshi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Properties of Hybrid Fiber Reinforced Cement - based Composites</atitle><jtitle>Journal of Advanced Concrete Technology</jtitle><addtitle>ACT</addtitle><date>2003-01-01</date><risdate>2003</risdate><volume>1</volume><issue>3</issue><spage>283</spage><epage>290</epage><pages>283-290</pages><issn>1346-8014</issn><eissn>1347-3913</eissn><abstract>Three-point bending tests and uniaxial tension tests on Hybrid Fiber Reinforced cement-based Composites (HFRCC) were carried out. HFRCC contains both specially-processed steel fiber (steel cord) and synthetic fiber. As the result of the bending tests, it was confirmed that coarse and wide cracks were observed near the notch of the specimens reinforced with only steel cord. On the other hand, HFRCC showed high strength and ductility. Furthermore HFRCC developed in this study showed multiple cracks and pseudostrain hardening under uniaxial tension. Therefore it could be confirmed that HFRCC has a sufficiently high performance to qualify as High Performance Fiber Reinforced Cement-based Composites (HPFRCC) as defined in previous studies.</abstract><cop>Tokyo</cop><pub>Japan Concrete Institute</pub><doi>10.3151/jact.1.283</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1346-8014 |
ispartof | Journal of Advanced Concrete Technology, 2003, Vol.1(3), pp.283-290 |
issn | 1346-8014 1347-3913 |
language | eng |
recordid | cdi_proquest_miscellaneous_27932510 |
source | J-STAGE Free; EZB-FREE-00999 freely available EZB journals |
title | Properties of Hybrid Fiber Reinforced Cement - based Composites |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-07T08%3A47%3A12IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Properties%20of%20Hybrid%20Fiber%20Reinforced%20Cement%20-%20based%20Composites&rft.jtitle=Journal%20of%20Advanced%20Concrete%20Technology&rft.au=Kawamata,%20Atsushi&rft.date=2003-01-01&rft.volume=1&rft.issue=3&rft.spage=283&rft.epage=290&rft.pages=283-290&rft.issn=1346-8014&rft.eissn=1347-3913&rft_id=info:doi/10.3151/jact.1.283&rft_dat=%3Cproquest_cross%3E3183077381%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1477814220&rft_id=info:pmid/&rfr_iscdi=true |