Prestressed FRP rebar application in centrifugal poles for transmission lines
In the article we study primary corrosion protection of centrifugal reinforced concrete poles which is complete replacement of both longitudinal and transverse steel reinforcement by composite one. Difficulties, which occur during prestressing of composite reinforcement, are briefly outlined and the...
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| creator | Kudyakov, K. L. Buchkin, A. V. |
| description | In the article we study primary corrosion protection of centrifugal reinforced concrete poles which is complete replacement of both longitudinal and transverse steel reinforcement by composite one. Difficulties, which occur during prestressing of composite reinforcement, are briefly outlined and the list of fiber reinforced polymer rebar (FRP) prestressing equipment patents is given. The method of testing of concrete poles for high-voltage transmission lines is given with deflection, crack resistance and strength values verification. The test results of full-scale samples of centrifugal concrete poles with longitudinal and transverse fiberglass rebar (GFRP) are shown. According to the results the studied centrifugal concrete poles with prestressed longitudinal GFRP rebars and transverse spiral GFRP rebars are similar to traditional ones with steel reinforcement (in strength, crack resistance and deflection values) and, therefore, can be used in building construction. |
| doi_str_mv | 10.1063/5.0103505 |
| format | Conference Proceeding |
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L. ; Buchkin, A. V.</creator><contributor>Tusnin, Alexander ; Sokolova, Alla ; Akimov, Pavel</contributor><creatorcontrib>Kudyakov, K. L. ; Buchkin, A. V. ; Tusnin, Alexander ; Sokolova, Alla ; Akimov, Pavel</creatorcontrib><description>In the article we study primary corrosion protection of centrifugal reinforced concrete poles which is complete replacement of both longitudinal and transverse steel reinforcement by composite one. Difficulties, which occur during prestressing of composite reinforcement, are briefly outlined and the list of fiber reinforced polymer rebar (FRP) prestressing equipment patents is given. The method of testing of concrete poles for high-voltage transmission lines is given with deflection, crack resistance and strength values verification. The test results of full-scale samples of centrifugal concrete poles with longitudinal and transverse fiberglass rebar (GFRP) are shown. According to the results the studied centrifugal concrete poles with prestressed longitudinal GFRP rebars and transverse spiral GFRP rebars are similar to traditional ones with steel reinforcement (in strength, crack resistance and deflection values) and, therefore, can be used in building construction.</description><identifier>ISSN: 0094-243X</identifier><identifier>EISSN: 1551-7616</identifier><identifier>DOI: 10.1063/5.0103505</identifier><identifier>CODEN: APCPCS</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Corrosion prevention ; Corrosion tests ; Crack propagation ; Deflection ; Fiber reinforced polymers ; Fiberglass ; Glass fiber reinforced plastics ; Poles ; Prestressing ; Rebar ; Reinforced concrete ; Reinforcement ; Reinforcing steels ; Transmission lines</subject><ispartof>AIP conference proceedings, 2023, Vol.2497 (1)</ispartof><rights>Author(s)</rights><rights>2023 Author(s). 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V.</creatorcontrib><title>Prestressed FRP rebar application in centrifugal poles for transmission lines</title><title>AIP conference proceedings</title><description>In the article we study primary corrosion protection of centrifugal reinforced concrete poles which is complete replacement of both longitudinal and transverse steel reinforcement by composite one. Difficulties, which occur during prestressing of composite reinforcement, are briefly outlined and the list of fiber reinforced polymer rebar (FRP) prestressing equipment patents is given. The method of testing of concrete poles for high-voltage transmission lines is given with deflection, crack resistance and strength values verification. The test results of full-scale samples of centrifugal concrete poles with longitudinal and transverse fiberglass rebar (GFRP) are shown. According to the results the studied centrifugal concrete poles with prestressed longitudinal GFRP rebars and transverse spiral GFRP rebars are similar to traditional ones with steel reinforcement (in strength, crack resistance and deflection values) and, therefore, can be used in building construction.</description><subject>Corrosion prevention</subject><subject>Corrosion tests</subject><subject>Crack propagation</subject><subject>Deflection</subject><subject>Fiber reinforced polymers</subject><subject>Fiberglass</subject><subject>Glass fiber reinforced plastics</subject><subject>Poles</subject><subject>Prestressing</subject><subject>Rebar</subject><subject>Reinforced concrete</subject><subject>Reinforcement</subject><subject>Reinforcing steels</subject><subject>Transmission lines</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2023</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNp9kE9LAzEUxIMoWKsHv0HAm7D15e9ujlKsChWLKHgLaTaRlO1uTHYFv71bW_Dm4TGX38xjBqFLAjMCkt2IGRBgAsQRmhAhSFFKIo_RBEDxgnL2forOct4AUFWW1QQ9rZLL_XjZ1XjxssLJrU3CJsYmWNOHrsWhxda1fQp--DANjl3jMvZdwn0ybd6GnHdUE1qXz9GJN012FwedorfF3ev8oVg-3z_Ob5dFJLLqC2GJoKKmzNbUUyU9F9xR4MxRVQE4aktD18pbbitbuhJk7T31hDslJUjCpuhqnxtT9zmMBfSmG1I7vtS0AkWFosBG6npPZRv63y46prA16Vt_dUkLfZhKx9r_BxPQu23_DOwHA69q9g</recordid><startdate>20230504</startdate><enddate>20230504</enddate><creator>Kudyakov, K. L.</creator><creator>Buchkin, A. V.</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20230504</creationdate><title>Prestressed FRP rebar application in centrifugal poles for transmission lines</title><author>Kudyakov, K. L. ; Buchkin, A. V.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p168t-5c1525d23cd2f296f454e2043e29800e2c7a2b9fc4c8c7e706dff2f14e9660613</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Corrosion prevention</topic><topic>Corrosion tests</topic><topic>Crack propagation</topic><topic>Deflection</topic><topic>Fiber reinforced polymers</topic><topic>Fiberglass</topic><topic>Glass fiber reinforced plastics</topic><topic>Poles</topic><topic>Prestressing</topic><topic>Rebar</topic><topic>Reinforced concrete</topic><topic>Reinforcement</topic><topic>Reinforcing steels</topic><topic>Transmission lines</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kudyakov, K. L.</creatorcontrib><creatorcontrib>Buchkin, A. V.</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kudyakov, K. L.</au><au>Buchkin, A. V.</au><au>Tusnin, Alexander</au><au>Sokolova, Alla</au><au>Akimov, Pavel</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Prestressed FRP rebar application in centrifugal poles for transmission lines</atitle><btitle>AIP conference proceedings</btitle><date>2023-05-04</date><risdate>2023</risdate><volume>2497</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>In the article we study primary corrosion protection of centrifugal reinforced concrete poles which is complete replacement of both longitudinal and transverse steel reinforcement by composite one. Difficulties, which occur during prestressing of composite reinforcement, are briefly outlined and the list of fiber reinforced polymer rebar (FRP) prestressing equipment patents is given. The method of testing of concrete poles for high-voltage transmission lines is given with deflection, crack resistance and strength values verification. The test results of full-scale samples of centrifugal concrete poles with longitudinal and transverse fiberglass rebar (GFRP) are shown. According to the results the studied centrifugal concrete poles with prestressed longitudinal GFRP rebars and transverse spiral GFRP rebars are similar to traditional ones with steel reinforcement (in strength, crack resistance and deflection values) and, therefore, can be used in building construction.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0103505</doi><tpages>6</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0094-243X |
| ispartof | AIP conference proceedings, 2023, Vol.2497 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
| recordid | cdi_proquest_journals_2809259203 |
| source | AIP Journals Complete |
| subjects | Corrosion prevention Corrosion tests Crack propagation Deflection Fiber reinforced polymers Fiberglass Glass fiber reinforced plastics Poles Prestressing Rebar Reinforced concrete Reinforcement Reinforcing steels Transmission lines |
| title | Prestressed FRP rebar application in centrifugal poles for transmission lines |
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