Experimental Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns under Lateral Cyclic Load
The present study addresses the feasibility of reinforced concrete columns totally reinforced with glass fiber-reinforced polymer (GFRP) bars achieving the drift requirements specified in various codes. Eleven full-scale concrete columns--two reinforced with steel bars (as reference specimen) and ni...
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| Veröffentlicht in: | ACI structural journal 2018-03, Vol.115 (2), p.337-349 |
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| creator | Elshamandy, Mohammed G. Farghaly, Ahmed Sabry Benmokrane, Brahim |
| description | The present study addresses the feasibility of reinforced concrete columns totally reinforced with glass fiber-reinforced polymer (GFRP) bars achieving the drift requirements specified in various codes. Eleven full-scale concrete columns--two reinforced with steel bars (as reference specimen) and nine totally reinforced with GFRP bars--were constructed and tested to failure under quasi-static reversed cyclic lateral loading and simultaneously subjected to constant compression axial load. The reported test results clearly show that properly designed and detailed GFRP-reinforced concrete columns could reach high deformation levels with no strength degradation. The results also show that the achieved drift satisfies the limitation in most building codes. Acceptable levels of energy dissipation and ductility parameters, compared to the steel-reinforced columns, were observed. The promising results can provide impetus for constructing concrete columns reinforced with GFRP and constitute a step toward using GFRP reinforcement in lateral-resisting systems such as reinforced concrete frames. Keywords: concrete columns; ductility parameters; energy dissipation; glass fiber-reinforced polymer (GFRP) bars; hysteretic response. |
| doi_str_mv | 10.14359/51700985 |
| format | Article |
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Eleven full-scale concrete columns--two reinforced with steel bars (as reference specimen) and nine totally reinforced with GFRP bars--were constructed and tested to failure under quasi-static reversed cyclic lateral loading and simultaneously subjected to constant compression axial load. The reported test results clearly show that properly designed and detailed GFRP-reinforced concrete columns could reach high deformation levels with no strength degradation. The results also show that the achieved drift satisfies the limitation in most building codes. Acceptable levels of energy dissipation and ductility parameters, compared to the steel-reinforced columns, were observed. The promising results can provide impetus for constructing concrete columns reinforced with GFRP and constitute a step toward using GFRP reinforcement in lateral-resisting systems such as reinforced concrete frames. 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Eleven full-scale concrete columns--two reinforced with steel bars (as reference specimen) and nine totally reinforced with GFRP bars--were constructed and tested to failure under quasi-static reversed cyclic lateral loading and simultaneously subjected to constant compression axial load. The reported test results clearly show that properly designed and detailed GFRP-reinforced concrete columns could reach high deformation levels with no strength degradation. The results also show that the achieved drift satisfies the limitation in most building codes. Acceptable levels of energy dissipation and ductility parameters, compared to the steel-reinforced columns, were observed. The promising results can provide impetus for constructing concrete columns reinforced with GFRP and constitute a step toward using GFRP reinforcement in lateral-resisting systems such as reinforced concrete frames. Keywords: concrete columns; ductility parameters; energy dissipation; glass fiber-reinforced polymer (GFRP) bars; hysteretic response.</description><subject>Analysis</subject><subject>Axial loads</subject><subject>Bars</subject><subject>Building codes</subject><subject>Compression tests</subject><subject>Concrete</subject><subject>Concrete columns</subject><subject>Concrete construction</subject><subject>Construction</subject><subject>Cyclic loads</subject><subject>Deformation</subject><subject>Design</subject><subject>Design and construction</subject><subject>Drift</subject><subject>Ductility</subject><subject>Earthquakes</subject><subject>Energy dissipation</subject><subject>Feasibility studies</subject><subject>Fiber reinforced concretes</subject><subject>Fiber reinforced polymers</subject><subject>Glass fiber reinforced plastics</subject><subject>Glass reinforced plastics</subject><subject>Lateral loads</subject><subject>Load</subject><subject>Materials</subject><subject>Materials fatigue</subject><subject>Polymers</subject><subject>Properties</subject><subject>Ratios</subject><subject>Reinforced concrete</subject><subject>Reinforcing steels</subject><subject>Steel columns</subject><subject>Stresses (Materials)</subject><issn>0889-3241</issn><issn>1944-7361</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>BENPR</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNpVUMFOwzAMjRBIjMGBP6jEiUOH0yRtchzVNpAmgRCcqyx1oFPbjKRF7O8JDA7IB1vP7z3Lj5BLCjPKmVA3ghYASoojMqGK87RgOT0mE5BSpSzj9JSchbAFYJAxPiHd4nOHvumwH3Sb3OKb_micT5xNVq0OIVk2G_TpEza9dd5gnTy6dt_9h0rXG48DxqEduz4kY1-jT9Z6QB9Ny71pG5Osna7PyYnVbcCL3z4lL8vFc3mXrh9W9-V8nZpM5UNqMw4217XkVuoizzADYxBkIaXkG8ULDhswDCxXmoFRyjKlCprXwoi45GxKrg6-O-_eRwxDtXWj7-PJKgNKM1pIwSJrdmC96har73cGr02sGrvGuB5tE_G5EDIvpJIQBdcHgfEuBI-22sXotN9XFKqf-Ku_-NkXt7R2AQ</recordid><startdate>20180301</startdate><enddate>20180301</enddate><creator>Elshamandy, Mohammed G.</creator><creator>Farghaly, Ahmed Sabry</creator><creator>Benmokrane, Brahim</creator><general>American Concrete Institute</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>4T-</scope><scope>4U-</scope><scope>7QQ</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>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KR7</scope><scope>L6V</scope><scope>M2O</scope><scope>M2P</scope><scope>M7S</scope><scope>MBDVC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20180301</creationdate><title>Experimental Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns under Lateral Cyclic Load</title><author>Elshamandy, Mohammed G. ; 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Eleven full-scale concrete columns--two reinforced with steel bars (as reference specimen) and nine totally reinforced with GFRP bars--were constructed and tested to failure under quasi-static reversed cyclic lateral loading and simultaneously subjected to constant compression axial load. The reported test results clearly show that properly designed and detailed GFRP-reinforced concrete columns could reach high deformation levels with no strength degradation. The results also show that the achieved drift satisfies the limitation in most building codes. Acceptable levels of energy dissipation and ductility parameters, compared to the steel-reinforced columns, were observed. The promising results can provide impetus for constructing concrete columns reinforced with GFRP and constitute a step toward using GFRP reinforcement in lateral-resisting systems such as reinforced concrete frames. Keywords: concrete columns; ductility parameters; energy dissipation; glass fiber-reinforced polymer (GFRP) bars; hysteretic response.</abstract><cop>Farmington Hills</cop><pub>American Concrete Institute</pub><doi>10.14359/51700985</doi><tpages>13</tpages></addata></record> |
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| ispartof | ACI structural journal, 2018-03, Vol.115 (2), p.337-349 |
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| source | American Concrete Institute Online Journal Archives |
| subjects | Analysis Axial loads Bars Building codes Compression tests Concrete Concrete columns Concrete construction Construction Cyclic loads Deformation Design Design and construction Drift Ductility Earthquakes Energy dissipation Feasibility studies Fiber reinforced concretes Fiber reinforced polymers Glass fiber reinforced plastics Glass reinforced plastics Lateral loads Load Materials Materials fatigue Polymers Properties Ratios Reinforced concrete Reinforcing steels Steel columns Stresses (Materials) |
| title | Experimental Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns under Lateral Cyclic Load |
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