Deflections of concrete beams reinforced with FRP bars
Abstract The aim of this study is to experimentally and theoretically investigate the flexural behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars. In this research, three types of experiments were made. First, the tensile properties of FRP and steel bars were tested, then...
Ausführliche Beschreibung
Autor*in: |
Soric, Zorislav [verfasserIn] |
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Format: |
Artikel |
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Sprache: |
Englisch |
Erschienen: |
2010 |
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Schlagwörter: |
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Anmerkung: |
© RILEM 2010 |
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Übergeordnetes Werk: |
Enthalten in: Materials and structures - Springer Netherlands, 1985, 43(2010), Suppl 1 vom: 14. Apr., Seite 73-90 |
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Übergeordnetes Werk: |
volume:43 ; year:2010 ; number:Suppl 1 ; day:14 ; month:04 ; pages:73-90 |
Links: |
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DOI / URN: |
10.1617/s11527-010-9600-1 |
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Katalog-ID: |
OLC2086919840 |
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650 | 4 | |a Concrete beams | |
650 | 4 | |a FRP bars | |
650 | 4 | |a Bond-slip behavior | |
650 | 4 | |a Cracks | |
650 | 4 | |a Deflections | |
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700 | 1 | |a Galic, Josip |4 aut | |
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10.1617/s11527-010-9600-1 doi (DE-627)OLC2086919840 (DE-He213)s11527-010-9600-1-p DE-627 ger DE-627 rakwb eng 690 VZ Soric, Zorislav verfasserin aut Deflections of concrete beams reinforced with FRP bars 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract The aim of this study is to experimentally and theoretically investigate the flexural behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars. In this research, three types of experiments were made. First, the tensile properties of FRP and steel bars were tested, then the bond-slip behavior between bars and concrete was tested on standard specimens and, in the end, three series of concrete beams reinforced with GFRP, CFRP and steel bars were tested up to failure. The theoretical model for calculating deflections was developed, which included bond-slip behavior of FRP bars. The theoretical results were compared to the test results of beam deflections, as well to deflection results obtained by theoretical models developed by other authors. Concrete beams FRP bars Bond-slip behavior Cracks Deflections Kisicek, Tomislav aut Galic, Josip aut Enthalten in Materials and structures Springer Netherlands, 1985 43(2010), Suppl 1 vom: 14. Apr., Seite 73-90 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:43 year:2010 number:Suppl 1 day:14 month:04 pages:73-90 https://doi.org/10.1617/s11527-010-9600-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 43 2010 Suppl 1 14 04 73-90 |
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10.1617/s11527-010-9600-1 doi (DE-627)OLC2086919840 (DE-He213)s11527-010-9600-1-p DE-627 ger DE-627 rakwb eng 690 VZ Soric, Zorislav verfasserin aut Deflections of concrete beams reinforced with FRP bars 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract The aim of this study is to experimentally and theoretically investigate the flexural behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars. In this research, three types of experiments were made. First, the tensile properties of FRP and steel bars were tested, then the bond-slip behavior between bars and concrete was tested on standard specimens and, in the end, three series of concrete beams reinforced with GFRP, CFRP and steel bars were tested up to failure. The theoretical model for calculating deflections was developed, which included bond-slip behavior of FRP bars. The theoretical results were compared to the test results of beam deflections, as well to deflection results obtained by theoretical models developed by other authors. Concrete beams FRP bars Bond-slip behavior Cracks Deflections Kisicek, Tomislav aut Galic, Josip aut Enthalten in Materials and structures Springer Netherlands, 1985 43(2010), Suppl 1 vom: 14. Apr., Seite 73-90 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:43 year:2010 number:Suppl 1 day:14 month:04 pages:73-90 https://doi.org/10.1617/s11527-010-9600-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 43 2010 Suppl 1 14 04 73-90 |
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10.1617/s11527-010-9600-1 doi (DE-627)OLC2086919840 (DE-He213)s11527-010-9600-1-p DE-627 ger DE-627 rakwb eng 690 VZ Soric, Zorislav verfasserin aut Deflections of concrete beams reinforced with FRP bars 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract The aim of this study is to experimentally and theoretically investigate the flexural behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars. In this research, three types of experiments were made. First, the tensile properties of FRP and steel bars were tested, then the bond-slip behavior between bars and concrete was tested on standard specimens and, in the end, three series of concrete beams reinforced with GFRP, CFRP and steel bars were tested up to failure. The theoretical model for calculating deflections was developed, which included bond-slip behavior of FRP bars. The theoretical results were compared to the test results of beam deflections, as well to deflection results obtained by theoretical models developed by other authors. Concrete beams FRP bars Bond-slip behavior Cracks Deflections Kisicek, Tomislav aut Galic, Josip aut Enthalten in Materials and structures Springer Netherlands, 1985 43(2010), Suppl 1 vom: 14. Apr., Seite 73-90 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:43 year:2010 number:Suppl 1 day:14 month:04 pages:73-90 https://doi.org/10.1617/s11527-010-9600-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 43 2010 Suppl 1 14 04 73-90 |
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10.1617/s11527-010-9600-1 doi (DE-627)OLC2086919840 (DE-He213)s11527-010-9600-1-p DE-627 ger DE-627 rakwb eng 690 VZ Soric, Zorislav verfasserin aut Deflections of concrete beams reinforced with FRP bars 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract The aim of this study is to experimentally and theoretically investigate the flexural behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars. In this research, three types of experiments were made. First, the tensile properties of FRP and steel bars were tested, then the bond-slip behavior between bars and concrete was tested on standard specimens and, in the end, three series of concrete beams reinforced with GFRP, CFRP and steel bars were tested up to failure. The theoretical model for calculating deflections was developed, which included bond-slip behavior of FRP bars. The theoretical results were compared to the test results of beam deflections, as well to deflection results obtained by theoretical models developed by other authors. Concrete beams FRP bars Bond-slip behavior Cracks Deflections Kisicek, Tomislav aut Galic, Josip aut Enthalten in Materials and structures Springer Netherlands, 1985 43(2010), Suppl 1 vom: 14. Apr., Seite 73-90 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:43 year:2010 number:Suppl 1 day:14 month:04 pages:73-90 https://doi.org/10.1617/s11527-010-9600-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 43 2010 Suppl 1 14 04 73-90 |
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10.1617/s11527-010-9600-1 doi (DE-627)OLC2086919840 (DE-He213)s11527-010-9600-1-p DE-627 ger DE-627 rakwb eng 690 VZ Soric, Zorislav verfasserin aut Deflections of concrete beams reinforced with FRP bars 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2010 Abstract The aim of this study is to experimentally and theoretically investigate the flexural behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars. In this research, three types of experiments were made. First, the tensile properties of FRP and steel bars were tested, then the bond-slip behavior between bars and concrete was tested on standard specimens and, in the end, three series of concrete beams reinforced with GFRP, CFRP and steel bars were tested up to failure. The theoretical model for calculating deflections was developed, which included bond-slip behavior of FRP bars. The theoretical results were compared to the test results of beam deflections, as well to deflection results obtained by theoretical models developed by other authors. Concrete beams FRP bars Bond-slip behavior Cracks Deflections Kisicek, Tomislav aut Galic, Josip aut Enthalten in Materials and structures Springer Netherlands, 1985 43(2010), Suppl 1 vom: 14. Apr., Seite 73-90 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:43 year:2010 number:Suppl 1 day:14 month:04 pages:73-90 https://doi.org/10.1617/s11527-010-9600-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 43 2010 Suppl 1 14 04 73-90 |
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Abstract The aim of this study is to experimentally and theoretically investigate the flexural behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars. In this research, three types of experiments were made. First, the tensile properties of FRP and steel bars were tested, then the bond-slip behavior between bars and concrete was tested on standard specimens and, in the end, three series of concrete beams reinforced with GFRP, CFRP and steel bars were tested up to failure. The theoretical model for calculating deflections was developed, which included bond-slip behavior of FRP bars. The theoretical results were compared to the test results of beam deflections, as well to deflection results obtained by theoretical models developed by other authors. © RILEM 2010 |
abstractGer |
Abstract The aim of this study is to experimentally and theoretically investigate the flexural behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars. In this research, three types of experiments were made. First, the tensile properties of FRP and steel bars were tested, then the bond-slip behavior between bars and concrete was tested on standard specimens and, in the end, three series of concrete beams reinforced with GFRP, CFRP and steel bars were tested up to failure. The theoretical model for calculating deflections was developed, which included bond-slip behavior of FRP bars. The theoretical results were compared to the test results of beam deflections, as well to deflection results obtained by theoretical models developed by other authors. © RILEM 2010 |
abstract_unstemmed |
Abstract The aim of this study is to experimentally and theoretically investigate the flexural behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars. In this research, three types of experiments were made. First, the tensile properties of FRP and steel bars were tested, then the bond-slip behavior between bars and concrete was tested on standard specimens and, in the end, three series of concrete beams reinforced with GFRP, CFRP and steel bars were tested up to failure. The theoretical model for calculating deflections was developed, which included bond-slip behavior of FRP bars. The theoretical results were compared to the test results of beam deflections, as well to deflection results obtained by theoretical models developed by other authors. © RILEM 2010 |
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