Flexural Behavior and Benefits of Polypropylene Fiber-Reinforced Concrete for Concrete Pavement
Beam specimens of polypropylene fiber-reinforced concrete (PPFRC) with 1.3 vol. % having three different sizes, 100 x 100 x 400 mm, 150 x 150 x 530 mm, and 200 x 200 x 650 mm, were tested under four-point bending tests to investigate the flexural behavior (flexural and post-cracking strengths). The...
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| Veröffentlicht in: | ACI materials journal 2023-01, Vol.120 (1), p.219-229 |
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| creator | Sasaki, Tsuneji Higashiyama, Hiroshi Mizukoshi, Mutsumi |
| description | Beam specimens of polypropylene fiber-reinforced concrete (PPFRC) with 1.3 vol. % having three different sizes, 100 x 100 x 400 mm, 150 x 150 x 530 mm, and 200 x 200 x 650 mm, were tested under four-point bending tests to investigate the flexural behavior (flexural and post-cracking strengths). The beam specimens were quarried from PPFRC slabs to evaluate the influence of the fiber orientation and distribution and the concrete casting and loading directions on the flexural behavior. The test results show that the difference in the fabrication methods of specimens considerably affected the flexural behavior. The flexural cracking strength was accompanied by the size effect and the post-cracking strength, significantly decreased when compared with standardized prism specimens; however, the post-cracking strength was not sensitive to the size effect. Furthermore, the pavement thickness of PPFRC was compared with that of plain concrete with the calculation using the post-cracking strength. Keywords: concrete pavement; flexural strength; pavement thickness; polypropylene fiber-reinforced concrete (PPFRC); size effect. |
| doi_str_mv | 10.14359/51737294 |
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The beam specimens were quarried from PPFRC slabs to evaluate the influence of the fiber orientation and distribution and the concrete casting and loading directions on the flexural behavior. The test results show that the difference in the fabrication methods of specimens considerably affected the flexural behavior. The flexural cracking strength was accompanied by the size effect and the post-cracking strength, significantly decreased when compared with standardized prism specimens; however, the post-cracking strength was not sensitive to the size effect. Furthermore, the pavement thickness of PPFRC was compared with that of plain concrete with the calculation using the post-cracking strength. Keywords: concrete pavement; flexural strength; pavement thickness; polypropylene fiber-reinforced concrete (PPFRC); size effect.</description><identifier>ISSN: 0889-325X</identifier><identifier>EISSN: 0889-325X</identifier><identifier>EISSN: 1944-737X</identifier><identifier>DOI: 10.14359/51737294</identifier><language>eng</language><publisher>Farmington Hills: American Concrete Institute</publisher><subject>Carbon dioxide ; Cement ; Composition ; Concrete pavements ; Density ; Dynamic testing ; Fiber orientation ; Fiber reinforced concretes ; Fiber reinforced polymers ; Gravity ; Mechanical properties ; Methods ; Pavements, Concrete ; Polypropylene ; Reinforced concrete ; Research methodology ; Size effects ; Steel pipes ; Testing</subject><ispartof>ACI materials journal, 2023-01, Vol.120 (1), p.219-229</ispartof><rights>COPYRIGHT 2023 American Concrete Institute</rights><rights>Copyright American Concrete Institute Jan 2023</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c362t-2aa2e7e50c146f8dbfee4fbd17c28d5020c902d0cc59bb6bc50ae93232d0e0273</citedby><cites>FETCH-LOGICAL-c362t-2aa2e7e50c146f8dbfee4fbd17c28d5020c902d0cc59bb6bc50ae93232d0e0273</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>Sasaki, Tsuneji</creatorcontrib><creatorcontrib>Higashiyama, Hiroshi</creatorcontrib><creatorcontrib>Mizukoshi, Mutsumi</creatorcontrib><title>Flexural Behavior and Benefits of Polypropylene Fiber-Reinforced Concrete for Concrete Pavement</title><title>ACI materials journal</title><description>Beam specimens of polypropylene fiber-reinforced concrete (PPFRC) with 1.3 vol. % having three different sizes, 100 x 100 x 400 mm, 150 x 150 x 530 mm, and 200 x 200 x 650 mm, were tested under four-point bending tests to investigate the flexural behavior (flexural and post-cracking strengths). The beam specimens were quarried from PPFRC slabs to evaluate the influence of the fiber orientation and distribution and the concrete casting and loading directions on the flexural behavior. The test results show that the difference in the fabrication methods of specimens considerably affected the flexural behavior. The flexural cracking strength was accompanied by the size effect and the post-cracking strength, significantly decreased when compared with standardized prism specimens; however, the post-cracking strength was not sensitive to the size effect. Furthermore, the pavement thickness of PPFRC was compared with that of plain concrete with the calculation using the post-cracking strength. Keywords: concrete pavement; flexural strength; pavement thickness; polypropylene fiber-reinforced concrete (PPFRC); size effect.</description><subject>Carbon dioxide</subject><subject>Cement</subject><subject>Composition</subject><subject>Concrete pavements</subject><subject>Density</subject><subject>Dynamic testing</subject><subject>Fiber orientation</subject><subject>Fiber reinforced concretes</subject><subject>Fiber reinforced polymers</subject><subject>Gravity</subject><subject>Mechanical properties</subject><subject>Methods</subject><subject>Pavements, Concrete</subject><subject>Polypropylene</subject><subject>Reinforced concrete</subject><subject>Research methodology</subject><subject>Size effects</subject><subject>Steel pipes</subject><subject>Testing</subject><issn>0889-325X</issn><issn>0889-325X</issn><issn>1944-737X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNpNUE1LAzEQDaJgrR78BwuePGxNJpvN5liLVaFgEQVvIZud6Jbtpma3pf33plZR5jDzHvPm4xFyyeiIZVyoG8Ekl6CyIzKgRaFSDuLt-F99Ss66bkEp5EKIAdHTBrfrYJrkFj_MpvYhMW0VQYuu7rvEu2Tum90q-NWuiWQyrUsM6TPWrfPBYpVMfGsD9phE_AfmZoNLbPtzcuJM0-HFTx6S1-ndy-QhnT3dP07Gs9TyHPoUjAGUKKhlWe6KqnSImSsrJi0UlaBAraJQUWuFKsu8tIIaVBx45JCC5ENydZgbL_1cY9frhV-HNq7UIGUuGSjgsWt06Ho3Der9C30wNkaFy9r6_c-RH0teAGWZVFFwfRDY4LsuoNOrUC9N2GlG9bfh-tdw_gX6zHLs</recordid><startdate>20230101</startdate><enddate>20230101</enddate><creator>Sasaki, Tsuneji</creator><creator>Higashiyama, Hiroshi</creator><creator>Mizukoshi, Mutsumi</creator><general>American Concrete Institute</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>4T-</scope><scope>7QQ</scope><scope>7RQ</scope><scope>7SR</scope><scope>7XB</scope><scope>88I</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>8G5</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M2O</scope><scope>M2P</scope><scope>M7S</scope><scope>MBDVC</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>Q9U</scope><scope>U9A</scope></search><sort><creationdate>20230101</creationdate><title>Flexural Behavior and Benefits of Polypropylene Fiber-Reinforced Concrete for Concrete Pavement</title><author>Sasaki, Tsuneji ; Higashiyama, Hiroshi ; Mizukoshi, Mutsumi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c362t-2aa2e7e50c146f8dbfee4fbd17c28d5020c902d0cc59bb6bc50ae93232d0e0273</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Carbon dioxide</topic><topic>Cement</topic><topic>Composition</topic><topic>Concrete pavements</topic><topic>Density</topic><topic>Dynamic testing</topic><topic>Fiber orientation</topic><topic>Fiber reinforced concretes</topic><topic>Fiber reinforced polymers</topic><topic>Gravity</topic><topic>Mechanical properties</topic><topic>Methods</topic><topic>Pavements, Concrete</topic><topic>Polypropylene</topic><topic>Reinforced concrete</topic><topic>Research methodology</topic><topic>Size effects</topic><topic>Steel pipes</topic><topic>Testing</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sasaki, Tsuneji</creatorcontrib><creatorcontrib>Higashiyama, Hiroshi</creatorcontrib><creatorcontrib>Mizukoshi, Mutsumi</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Docstoc</collection><collection>Ceramic Abstracts</collection><collection>Career & Technical Education Database</collection><collection>Engineered Materials Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Research Library (Alumni Edition)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection (ProQuest)</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Research Library Prep</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Research Library</collection><collection>Science Database (ProQuest)</collection><collection>Engineering Database</collection><collection>Research Library (Corporate)</collection><collection>Materials Science Collection</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>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>ACI materials journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sasaki, Tsuneji</au><au>Higashiyama, Hiroshi</au><au>Mizukoshi, Mutsumi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Flexural Behavior and Benefits of Polypropylene Fiber-Reinforced Concrete for Concrete Pavement</atitle><jtitle>ACI materials journal</jtitle><date>2023-01-01</date><risdate>2023</risdate><volume>120</volume><issue>1</issue><spage>219</spage><epage>229</epage><pages>219-229</pages><issn>0889-325X</issn><eissn>0889-325X</eissn><eissn>1944-737X</eissn><abstract>Beam specimens of polypropylene fiber-reinforced concrete (PPFRC) with 1.3 vol. % having three different sizes, 100 x 100 x 400 mm, 150 x 150 x 530 mm, and 200 x 200 x 650 mm, were tested under four-point bending tests to investigate the flexural behavior (flexural and post-cracking strengths). The beam specimens were quarried from PPFRC slabs to evaluate the influence of the fiber orientation and distribution and the concrete casting and loading directions on the flexural behavior. The test results show that the difference in the fabrication methods of specimens considerably affected the flexural behavior. The flexural cracking strength was accompanied by the size effect and the post-cracking strength, significantly decreased when compared with standardized prism specimens; however, the post-cracking strength was not sensitive to the size effect. Furthermore, the pavement thickness of PPFRC was compared with that of plain concrete with the calculation using the post-cracking strength. Keywords: concrete pavement; flexural strength; pavement thickness; polypropylene fiber-reinforced concrete (PPFRC); size effect.</abstract><cop>Farmington Hills</cop><pub>American Concrete Institute</pub><doi>10.14359/51737294</doi><tpages>11</tpages></addata></record> |
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| source | American Concrete Institute Online Journal Archives |
| subjects | Carbon dioxide Cement Composition Concrete pavements Density Dynamic testing Fiber orientation Fiber reinforced concretes Fiber reinforced polymers Gravity Mechanical properties Methods Pavements, Concrete Polypropylene Reinforced concrete Research methodology Size effects Steel pipes Testing |
| title | Flexural Behavior and Benefits of Polypropylene Fiber-Reinforced Concrete for Concrete Pavement |
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