Inclined tensile strength of steel fibres in a cement-based composite
An investigation of the behaviour of steel reinforcing fibres in a cement-based composite inclined to the direction of tensile load was carried out. Steel fibres with widely differing fibre parameters were tested and a new fibre characteristic, the inclined tensile strength ( its), was identified. I...
Gespeichert in:
| Veröffentlicht in: | Composites 1994-11, Vol.25 (10), p.945-952 |
|---|---|
| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 952 |
|---|---|
| container_issue | 10 |
| container_start_page | 945 |
| container_title | Composites |
| container_volume | 25 |
| creator | Bartos, P.J.M. Duris, M. |
| description | An investigation of the behaviour of steel reinforcing fibres in a cement-based composite inclined to the direction of tensile load was carried out. Steel fibres with widely differing fibre parameters were tested and a new fibre characteristic, the inclined tensile strength (
its), was identified. It was observed that the value of the
its decreased with increasing inclination angle but the decrease varied according to the type of fibre. The ultimate tensile force sustained by the inclined fibres depended also on the magnitude of the strain. It indicated that for some types of fibre the properties of a randomly reinforced fibre composite after the first crack depended much more on the inclined fibres and their
its than on the fibres aligned to the principal stress. |
| doi_str_mv | 10.1016/0010-4361(94)90110-4 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_26470522</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>0010436194901104</els_id><sourcerecordid>26470522</sourcerecordid><originalsourceid>FETCH-LOGICAL-c335t-e8b4a0fcb68ad94f54fadea52f17dccf996dabd7e7238aa989613da626d861803</originalsourceid><addsrcrecordid>eNp9kEFLxDAUhIMouFb_gYeeRA_VpEnT5CLIsurCghc9hzR50UibrklW8N_buuLR05uBmYH3IXRO8DXBhN9gTHDFKCeXkl1JTGZ3gBZEtKJqCWWHaPEXOUYnKb1PlsuWLtBqHUzvA9gyQ0i-hzLlCOE1v5WjmzRAXzrfRUilD6UuDQwQctXpNFXMOGzH5DOcoiOn-wRnv7dAL_er5-VjtXl6WC_vNpWhtMkViI5p7EzHhbaSuYY5bUE3tSOtNcZJya3ubAttTYXWUkhOqNW85lZwIjAt0MV-dxvHjx2krAafDPS9DjDukqo5a3FT11OQ7YMmjilFcGob_aDjlyJYzczUDETNQJRk6ofZ5Ap0u6_B9MSnh6iS8RAMWB_BZGVH___AN5Hhc3M</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>26470522</pqid></control><display><type>article</type><title>Inclined tensile strength of steel fibres in a cement-based composite</title><source>Alma/SFX Local Collection</source><creator>Bartos, P.J.M. ; Duris, M.</creator><creatorcontrib>Bartos, P.J.M. ; Duris, M.</creatorcontrib><description>An investigation of the behaviour of steel reinforcing fibres in a cement-based composite inclined to the direction of tensile load was carried out. Steel fibres with widely differing fibre parameters were tested and a new fibre characteristic, the inclined tensile strength (
its), was identified. It was observed that the value of the
its decreased with increasing inclination angle but the decrease varied according to the type of fibre. The ultimate tensile force sustained by the inclined fibres depended also on the magnitude of the strain. It indicated that for some types of fibre the properties of a randomly reinforced fibre composite after the first crack depended much more on the inclined fibres and their
its than on the fibres aligned to the principal stress.</description><identifier>ISSN: 0010-4361</identifier><identifier>EISSN: 1878-7134</identifier><identifier>DOI: 10.1016/0010-4361(94)90110-4</identifier><language>eng</language><publisher>Elsevier B.V</publisher><subject>brittle matrix ; cement ; inclination angle ; matrix spalling ; pull-out ; random fibre distribution ; steel fibres</subject><ispartof>Composites, 1994-11, Vol.25 (10), p.945-952</ispartof><rights>1994</rights><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c335t-e8b4a0fcb68ad94f54fadea52f17dccf996dabd7e7238aa989613da626d861803</citedby><cites>FETCH-LOGICAL-c335t-e8b4a0fcb68ad94f54fadea52f17dccf996dabd7e7238aa989613da626d861803</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27922,27923</link.rule.ids></links><search><creatorcontrib>Bartos, P.J.M.</creatorcontrib><creatorcontrib>Duris, M.</creatorcontrib><title>Inclined tensile strength of steel fibres in a cement-based composite</title><title>Composites</title><description>An investigation of the behaviour of steel reinforcing fibres in a cement-based composite inclined to the direction of tensile load was carried out. Steel fibres with widely differing fibre parameters were tested and a new fibre characteristic, the inclined tensile strength (
its), was identified. It was observed that the value of the
its decreased with increasing inclination angle but the decrease varied according to the type of fibre. The ultimate tensile force sustained by the inclined fibres depended also on the magnitude of the strain. It indicated that for some types of fibre the properties of a randomly reinforced fibre composite after the first crack depended much more on the inclined fibres and their
its than on the fibres aligned to the principal stress.</description><subject>brittle matrix</subject><subject>cement</subject><subject>inclination angle</subject><subject>matrix spalling</subject><subject>pull-out</subject><subject>random fibre distribution</subject><subject>steel fibres</subject><issn>0010-4361</issn><issn>1878-7134</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1994</creationdate><recordtype>article</recordtype><recordid>eNp9kEFLxDAUhIMouFb_gYeeRA_VpEnT5CLIsurCghc9hzR50UibrklW8N_buuLR05uBmYH3IXRO8DXBhN9gTHDFKCeXkl1JTGZ3gBZEtKJqCWWHaPEXOUYnKb1PlsuWLtBqHUzvA9gyQ0i-hzLlCOE1v5WjmzRAXzrfRUilD6UuDQwQctXpNFXMOGzH5DOcoiOn-wRnv7dAL_er5-VjtXl6WC_vNpWhtMkViI5p7EzHhbaSuYY5bUE3tSOtNcZJya3ubAttTYXWUkhOqNW85lZwIjAt0MV-dxvHjx2krAafDPS9DjDukqo5a3FT11OQ7YMmjilFcGob_aDjlyJYzczUDETNQJRk6ofZ5Ap0u6_B9MSnh6iS8RAMWB_BZGVH___AN5Hhc3M</recordid><startdate>19941101</startdate><enddate>19941101</enddate><creator>Bartos, P.J.M.</creator><creator>Duris, M.</creator><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8BQ</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>JG9</scope></search><sort><creationdate>19941101</creationdate><title>Inclined tensile strength of steel fibres in a cement-based composite</title><author>Bartos, P.J.M. ; Duris, M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c335t-e8b4a0fcb68ad94f54fadea52f17dccf996dabd7e7238aa989613da626d861803</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1994</creationdate><topic>brittle matrix</topic><topic>cement</topic><topic>inclination angle</topic><topic>matrix spalling</topic><topic>pull-out</topic><topic>random fibre distribution</topic><topic>steel fibres</topic><toplevel>online_resources</toplevel><creatorcontrib>Bartos, P.J.M.</creatorcontrib><creatorcontrib>Duris, M.</creatorcontrib><collection>CrossRef</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><jtitle>Composites</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bartos, P.J.M.</au><au>Duris, M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Inclined tensile strength of steel fibres in a cement-based composite</atitle><jtitle>Composites</jtitle><date>1994-11-01</date><risdate>1994</risdate><volume>25</volume><issue>10</issue><spage>945</spage><epage>952</epage><pages>945-952</pages><issn>0010-4361</issn><eissn>1878-7134</eissn><abstract>An investigation of the behaviour of steel reinforcing fibres in a cement-based composite inclined to the direction of tensile load was carried out. Steel fibres with widely differing fibre parameters were tested and a new fibre characteristic, the inclined tensile strength (
its), was identified. It was observed that the value of the
its decreased with increasing inclination angle but the decrease varied according to the type of fibre. The ultimate tensile force sustained by the inclined fibres depended also on the magnitude of the strain. It indicated that for some types of fibre the properties of a randomly reinforced fibre composite after the first crack depended much more on the inclined fibres and their
its than on the fibres aligned to the principal stress.</abstract><pub>Elsevier B.V</pub><doi>10.1016/0010-4361(94)90110-4</doi><tpages>8</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0010-4361 |
| ispartof | Composites, 1994-11, Vol.25 (10), p.945-952 |
| issn | 0010-4361 1878-7134 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_26470522 |
| source | Alma/SFX Local Collection |
| subjects | brittle matrix cement inclination angle matrix spalling pull-out random fibre distribution steel fibres |
| title | Inclined tensile strength of steel fibres in a cement-based composite |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-10T07%3A03%3A52IST&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=Inclined%20tensile%20strength%20of%20steel%20fibres%20in%20a%20cement-based%20composite&rft.jtitle=Composites&rft.au=Bartos,%20P.J.M.&rft.date=1994-11-01&rft.volume=25&rft.issue=10&rft.spage=945&rft.epage=952&rft.pages=945-952&rft.issn=0010-4361&rft.eissn=1878-7134&rft_id=info:doi/10.1016/0010-4361(94)90110-4&rft_dat=%3Cproquest_cross%3E26470522%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=26470522&rft_id=info:pmid/&rft_els_id=0010436194901104&rfr_iscdi=true |