Strength and fracture resistance of FRP reinforced concrete flexural members
A theoretical method to predict the loading capacity and fracture resistance of FRP reinforced concrete flexural beams is developed. No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any s...
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Veröffentlicht in: | Cement & concrete composites 2003-02, Vol.25 (2), p.253-261 |
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description | A theoretical method to predict the loading capacity and fracture resistance of FRP reinforced concrete flexural beams is developed. No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any span-to-depth ratio larger than 2.5. The influence of the bridging stresses provided by the fracture process zone at the tip of fictitious fracture is examined. The numerical results are compared with existing experimental results which were obtained for steel reinforcement. |
doi_str_mv | 10.1016/S0958-9465(02)00015-X |
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No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any span-to-depth ratio larger than 2.5. The influence of the bridging stresses provided by the fracture process zone at the tip of fictitious fracture is examined. 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No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any span-to-depth ratio larger than 2.5. The influence of the bridging stresses provided by the fracture process zone at the tip of fictitious fracture is examined. The numerical results are compared with existing experimental results which were obtained for steel reinforcement.</description><subject>Concrete beam</subject><subject>Fracture resistance</subject><subject>FRP rod</subject><subject>Mode I fracture</subject><issn>0958-9465</issn><issn>1873-393X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2003</creationdate><recordtype>article</recordtype><recordid>eNqFkEtLAzEUhYMoWKs_QchKdDGamWRmkpWIWBUKilXoLuRxo5F51CQj-u-dtuLW1YXDdw7cD6HjnJznJK8uFkSUPBOsKk9JcUYIyctsuYMmOa9pRgVd7qLJH7KPDmJ8H6GK1cUEzRcpQPea3rDqLHZBmTQEwAGij0l1BnDv8OzpcUx85_pgwGLTdyZAAuwa-BqCanALrYYQD9GeU02Eo987RS-zm-fru2z-cHt_fTXPDKU8ZZqJulJO5YIIK7SmlJXCloRTwhSrtBEWuCaVVgw4WO2cdZYrB0LTqjCMTtHJdncV-o8BYpKtjwaaRnXQD1EWnBQ1LYsRLLegCX2MAZxcBd-q8C1zItfu5MadXIuRpJAbd3I59i63PRi_-PQQZDQeRhvWBzBJ2t7_s_ADzcx4XA</recordid><startdate>20030201</startdate><enddate>20030201</enddate><creator>Wu, Z.J.</creator><creator>Ye, J.Q.</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20030201</creationdate><title>Strength and fracture resistance of FRP reinforced concrete flexural members</title><author>Wu, Z.J. ; Ye, J.Q.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c338t-b4976afa1909d9bb33459d508304a46bc9de8b06ba4e8edbffdfd8afe9b362c43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2003</creationdate><topic>Concrete beam</topic><topic>Fracture resistance</topic><topic>FRP rod</topic><topic>Mode I fracture</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wu, Z.J.</creatorcontrib><creatorcontrib>Ye, J.Q.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Cement & concrete composites</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wu, Z.J.</au><au>Ye, J.Q.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Strength and fracture resistance of FRP reinforced concrete flexural members</atitle><jtitle>Cement & concrete composites</jtitle><date>2003-02-01</date><risdate>2003</risdate><volume>25</volume><issue>2</issue><spage>253</spage><epage>261</epage><pages>253-261</pages><issn>0958-9465</issn><eissn>1873-393X</eissn><abstract>A theoretical method to predict the loading capacity and fracture resistance of FRP reinforced concrete flexural beams is developed. No slip between FRP rods and plain concrete matrix is assumed and only Mode I fracture propagation is considered. The model is valid for any crack length and for any span-to-depth ratio larger than 2.5. The influence of the bridging stresses provided by the fracture process zone at the tip of fictitious fracture is examined. The numerical results are compared with existing experimental results which were obtained for steel reinforcement.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/S0958-9465(02)00015-X</doi><tpages>9</tpages></addata></record> |
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subjects | Concrete beam Fracture resistance FRP rod Mode I fracture |
title | Strength and fracture resistance of FRP reinforced concrete flexural members |
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