Effect of different cross-section types on mechanical properties of carbon fibers-reinforced cement composites
To study the effect of shape factor, the mechanical properties of three shapes of carbon fiber, i.e., round, H-shape, and C-shape randomly oriented carbon fibers-reinforced cement composites (CFRCCs) were investigated. As a result, C-shape CFRCC showed higher tensile and flexural strength than any o...
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| Veröffentlicht in: | Materials science & engineering. A, Structural materials : properties, microstructure and processing Structural materials : properties, microstructure and processing, 2004-02, Vol.366 (2), p.348-355 |
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| container_title | Materials science & engineering. A, Structural materials : properties, microstructure and processing |
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| creator | Park, Soo-Jin Seo, Min-Kang Shim, Hwan-Boh Rhee, Kyong-Yop |
| description | To study the effect of shape factor, the mechanical properties of three shapes of carbon fiber, i.e., round, H-shape, and C-shape randomly oriented carbon fibers-reinforced cement composites (CFRCCs) were investigated. As a result, C-shape CFRCC showed higher tensile and flexural strength than any other shape carbon fibers-reinforced composites. It was noted that C-shape CFRCC presented stronger fiber-matrix interfacial adhesive forces, due to the mechanical anchorage into the matrix. However, the compressive strength of the CFRCC was decreased with increasing the aspect ratio and fiber volume fraction. This was probably due to the fact that the amounts of entrained air contents were increased during the mixing of each fiber. Also, both the tensile and flexural strength of the CFRCC were significantly increased by the additions of fumed silica to the composites. |
| doi_str_mv | 10.1016/j.msea.2003.08.123 |
| format | Article |
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As a result, C-shape CFRCC showed higher tensile and flexural strength than any other shape carbon fibers-reinforced composites. It was noted that C-shape CFRCC presented stronger fiber-matrix interfacial adhesive forces, due to the mechanical anchorage into the matrix. However, the compressive strength of the CFRCC was decreased with increasing the aspect ratio and fiber volume fraction. This was probably due to the fact that the amounts of entrained air contents were increased during the mixing of each fiber. Also, both the tensile and flexural strength of the CFRCC were significantly increased by the additions of fumed silica to the composites.</description><identifier>ISSN: 0921-5093</identifier><identifier>EISSN: 1873-4936</identifier><identifier>DOI: 10.1016/j.msea.2003.08.123</identifier><language>eng</language><publisher>Amsterdam: Elsevier B.V</publisher><subject>Applied sciences ; Aspect ratio ; Buildings. 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Also, both the tensile and flexural strength of the CFRCC were significantly increased by the additions of fumed silica to the composites.</description><subject>Applied sciences</subject><subject>Aspect ratio</subject><subject>Buildings. Public works</subject><subject>Carbon fibers-reinforced cement composites</subject><subject>Concretes. Mortars. Grouts</subject><subject>Exact sciences and technology</subject><subject>Fiber volume fraction</subject><subject>Fibre reinforced concrete (including asbestos cement)</subject><subject>Materials</subject><subject>Mechanical properties</subject><subject>Shape factor</subject><issn>0921-5093</issn><issn>1873-4936</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2004</creationdate><recordtype>article</recordtype><recordid>eNp9kMtOwzAQRS0EEuXxA6yygV3COK6TWGKDqvKQKrGBteU4Y-GqiYMnRerf47ZI7Fh5NHPnju9h7IZDwYFX9-uiJzRFCSAKaApeihM2400t8rkS1SmbgSp5LkGJc3ZBtAYAPgc5Y8PSObRTFlzW-VRGHKbMxkCUU-r7MGTTbkTKUtGj_TSDt2aTjTGMGCe_H7jMmtimufMtRsoj-sGFaLHLLPYHv9CPgfyEdMXOnNkQXv--l-zjafm-eMlXb8-vi8dVboVUU87LTnEwvG46WYuqKucNqFqkDFXXQtmBwDZ1pazmtTNOOc4dlyDbVnWmrkFcsrujb_ro1xZp0r0ni5uNGTBsSZcNlzWvVBKWR-Ehc0Snx-h7E3eag96j1Wu9R6v3aDU0OqFNS7e_7oYSDRfNYD39bUophJBV0j0cdZiifnuMmqzHIZHxMcHVXfD_nfkBAe-QHQ</recordid><startdate>20040215</startdate><enddate>20040215</enddate><creator>Park, Soo-Jin</creator><creator>Seo, Min-Kang</creator><creator>Shim, Hwan-Boh</creator><creator>Rhee, Kyong-Yop</creator><general>Elsevier B.V</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>JG9</scope></search><sort><creationdate>20040215</creationdate><title>Effect of different cross-section types on mechanical properties of carbon fibers-reinforced cement composites</title><author>Park, Soo-Jin ; Seo, Min-Kang ; Shim, Hwan-Boh ; Rhee, Kyong-Yop</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c359t-12d910a178d5736624809739216db02d03eb66255647faf9f11f1505bb9da7703</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2004</creationdate><topic>Applied sciences</topic><topic>Aspect ratio</topic><topic>Buildings. Public works</topic><topic>Carbon fibers-reinforced cement composites</topic><topic>Concretes. Mortars. Grouts</topic><topic>Exact sciences and technology</topic><topic>Fiber volume fraction</topic><topic>Fibre reinforced concrete (including asbestos cement)</topic><topic>Materials</topic><topic>Mechanical properties</topic><topic>Shape factor</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Park, Soo-Jin</creatorcontrib><creatorcontrib>Seo, Min-Kang</creatorcontrib><creatorcontrib>Shim, Hwan-Boh</creatorcontrib><creatorcontrib>Rhee, Kyong-Yop</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><jtitle>Materials science & engineering. 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A, Structural materials : properties, microstructure and processing</jtitle><date>2004-02-15</date><risdate>2004</risdate><volume>366</volume><issue>2</issue><spage>348</spage><epage>355</epage><pages>348-355</pages><issn>0921-5093</issn><eissn>1873-4936</eissn><abstract>To study the effect of shape factor, the mechanical properties of three shapes of carbon fiber, i.e., round, H-shape, and C-shape randomly oriented carbon fibers-reinforced cement composites (CFRCCs) were investigated. As a result, C-shape CFRCC showed higher tensile and flexural strength than any other shape carbon fibers-reinforced composites. It was noted that C-shape CFRCC presented stronger fiber-matrix interfacial adhesive forces, due to the mechanical anchorage into the matrix. However, the compressive strength of the CFRCC was decreased with increasing the aspect ratio and fiber volume fraction. This was probably due to the fact that the amounts of entrained air contents were increased during the mixing of each fiber. Also, both the tensile and flexural strength of the CFRCC were significantly increased by the additions of fumed silica to the composites.</abstract><cop>Amsterdam</cop><pub>Elsevier B.V</pub><doi>10.1016/j.msea.2003.08.123</doi><tpages>8</tpages></addata></record> |
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| identifier | ISSN: 0921-5093 |
| ispartof | Materials science & engineering. A, Structural materials : properties, microstructure and processing, 2004-02, Vol.366 (2), p.348-355 |
| issn | 0921-5093 1873-4936 |
| language | eng |
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| source | ScienceDirect Journals (5 years ago - present) |
| subjects | Applied sciences Aspect ratio Buildings. Public works Carbon fibers-reinforced cement composites Concretes. Mortars. Grouts Exact sciences and technology Fiber volume fraction Fibre reinforced concrete (including asbestos cement) Materials Mechanical properties Shape factor |
| title | Effect of different cross-section types on mechanical properties of carbon fibers-reinforced cement composites |
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