Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions
Abstract Confinement effects on concrete behavior have been evaluated by many authors so far and some relationship is inserted in most of the International Standards and Guidelines in order to let the designers increase the properties of the material. A common behavior is shown by both normal and hi...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Somma, Giuliana [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2014 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 2014 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Cachan : RILEM Publications SARL, 1968, 49(2014), 1-2 vom: 30. Nov., Seite 57-69 |
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| Übergeordnetes Werk: |
volume:49 ; year:2014 ; number:1-2 ; day:30 ; month:11 ; pages:57-69 |
| Links: |
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| DOI / URN: |
10.1617/s11527-014-0474-5 |
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SPR020572697 |
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| 520 | |a Abstract Confinement effects on concrete behavior have been evaluated by many authors so far and some relationship is inserted in most of the International Standards and Guidelines in order to let the designers increase the properties of the material. A common behavior is shown by both normal and high strength mixtures, but the request of confinement forces is different and the results, in terms of design detailing and verifications, are different. The main problem shown in concrete is that, in order to obtain a significant increasing of rheological concrete performance, the designer is led to insert a large amount of stirrups in concrete columns. For high strength concrete (HSC) it has been found that a brittle behavior occurs when a great amount of confinement is not provided. This paper, focused on HSC columns, will show the limits of some international standard indications on confinement when this is provided in order to achieve high values of resistance, strain and hence ductility in the concrete. | ||
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10.1617/s11527-014-0474-5 doi (DE-627)SPR020572697 (SPR)s11527-014-0474-5-e DE-627 ger DE-627 rakwb eng Somma, Giuliana verfasserin aut Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2014 Abstract Confinement effects on concrete behavior have been evaluated by many authors so far and some relationship is inserted in most of the International Standards and Guidelines in order to let the designers increase the properties of the material. A common behavior is shown by both normal and high strength mixtures, but the request of confinement forces is different and the results, in terms of design detailing and verifications, are different. The main problem shown in concrete is that, in order to obtain a significant increasing of rheological concrete performance, the designer is led to insert a large amount of stirrups in concrete columns. For high strength concrete (HSC) it has been found that a brittle behavior occurs when a great amount of confinement is not provided. This paper, focused on HSC columns, will show the limits of some international standard indications on confinement when this is provided in order to achieve high values of resistance, strain and hence ductility in the concrete. Confined concrete (dpeaa)DE-He213 Ductility (dpeaa)DE-He213 High strength concrete (dpeaa)DE-He213 Normal strength concrete (dpeaa)DE-He213 Stress–strain curves (dpeaa)DE-He213 Pieretto, Alessandro aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 49(2014), 1-2 vom: 30. Nov., Seite 57-69 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:49 year:2014 number:1-2 day:30 month:11 pages:57-69 https://dx.doi.org/10.1617/s11527-014-0474-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 49 2014 1-2 30 11 57-69 |
| spelling |
10.1617/s11527-014-0474-5 doi (DE-627)SPR020572697 (SPR)s11527-014-0474-5-e DE-627 ger DE-627 rakwb eng Somma, Giuliana verfasserin aut Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2014 Abstract Confinement effects on concrete behavior have been evaluated by many authors so far and some relationship is inserted in most of the International Standards and Guidelines in order to let the designers increase the properties of the material. A common behavior is shown by both normal and high strength mixtures, but the request of confinement forces is different and the results, in terms of design detailing and verifications, are different. The main problem shown in concrete is that, in order to obtain a significant increasing of rheological concrete performance, the designer is led to insert a large amount of stirrups in concrete columns. For high strength concrete (HSC) it has been found that a brittle behavior occurs when a great amount of confinement is not provided. This paper, focused on HSC columns, will show the limits of some international standard indications on confinement when this is provided in order to achieve high values of resistance, strain and hence ductility in the concrete. Confined concrete (dpeaa)DE-He213 Ductility (dpeaa)DE-He213 High strength concrete (dpeaa)DE-He213 Normal strength concrete (dpeaa)DE-He213 Stress–strain curves (dpeaa)DE-He213 Pieretto, Alessandro aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 49(2014), 1-2 vom: 30. Nov., Seite 57-69 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:49 year:2014 number:1-2 day:30 month:11 pages:57-69 https://dx.doi.org/10.1617/s11527-014-0474-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 49 2014 1-2 30 11 57-69 |
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10.1617/s11527-014-0474-5 doi (DE-627)SPR020572697 (SPR)s11527-014-0474-5-e DE-627 ger DE-627 rakwb eng Somma, Giuliana verfasserin aut Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2014 Abstract Confinement effects on concrete behavior have been evaluated by many authors so far and some relationship is inserted in most of the International Standards and Guidelines in order to let the designers increase the properties of the material. A common behavior is shown by both normal and high strength mixtures, but the request of confinement forces is different and the results, in terms of design detailing and verifications, are different. The main problem shown in concrete is that, in order to obtain a significant increasing of rheological concrete performance, the designer is led to insert a large amount of stirrups in concrete columns. For high strength concrete (HSC) it has been found that a brittle behavior occurs when a great amount of confinement is not provided. This paper, focused on HSC columns, will show the limits of some international standard indications on confinement when this is provided in order to achieve high values of resistance, strain and hence ductility in the concrete. Confined concrete (dpeaa)DE-He213 Ductility (dpeaa)DE-He213 High strength concrete (dpeaa)DE-He213 Normal strength concrete (dpeaa)DE-He213 Stress–strain curves (dpeaa)DE-He213 Pieretto, Alessandro aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 49(2014), 1-2 vom: 30. Nov., Seite 57-69 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:49 year:2014 number:1-2 day:30 month:11 pages:57-69 https://dx.doi.org/10.1617/s11527-014-0474-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 49 2014 1-2 30 11 57-69 |
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10.1617/s11527-014-0474-5 doi (DE-627)SPR020572697 (SPR)s11527-014-0474-5-e DE-627 ger DE-627 rakwb eng Somma, Giuliana verfasserin aut Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2014 Abstract Confinement effects on concrete behavior have been evaluated by many authors so far and some relationship is inserted in most of the International Standards and Guidelines in order to let the designers increase the properties of the material. A common behavior is shown by both normal and high strength mixtures, but the request of confinement forces is different and the results, in terms of design detailing and verifications, are different. The main problem shown in concrete is that, in order to obtain a significant increasing of rheological concrete performance, the designer is led to insert a large amount of stirrups in concrete columns. For high strength concrete (HSC) it has been found that a brittle behavior occurs when a great amount of confinement is not provided. This paper, focused on HSC columns, will show the limits of some international standard indications on confinement when this is provided in order to achieve high values of resistance, strain and hence ductility in the concrete. Confined concrete (dpeaa)DE-He213 Ductility (dpeaa)DE-He213 High strength concrete (dpeaa)DE-He213 Normal strength concrete (dpeaa)DE-He213 Stress–strain curves (dpeaa)DE-He213 Pieretto, Alessandro aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 49(2014), 1-2 vom: 30. Nov., Seite 57-69 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:49 year:2014 number:1-2 day:30 month:11 pages:57-69 https://dx.doi.org/10.1617/s11527-014-0474-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 49 2014 1-2 30 11 57-69 |
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Enthalten in Materials and structures 49(2014), 1-2 vom: 30. Nov., Seite 57-69 volume:49 year:2014 number:1-2 day:30 month:11 pages:57-69 |
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Enthalten in Materials and structures 49(2014), 1-2 vom: 30. Nov., Seite 57-69 volume:49 year:2014 number:1-2 day:30 month:11 pages:57-69 |
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Somma, Giuliana @@aut@@ Pieretto, Alessandro @@aut@@ |
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Somma, Giuliana |
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Somma, Giuliana misc Confined concrete misc Ductility misc High strength concrete misc Normal strength concrete misc Stress–strain curves Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions |
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Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions Confined concrete (dpeaa)DE-He213 Ductility (dpeaa)DE-He213 High strength concrete (dpeaa)DE-He213 Normal strength concrete (dpeaa)DE-He213 Stress–strain curves (dpeaa)DE-He213 |
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Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions |
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Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions |
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confinement effects on high strength concrete under axial load: evaluation of international standards prescriptions |
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Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions |
| abstract |
Abstract Confinement effects on concrete behavior have been evaluated by many authors so far and some relationship is inserted in most of the International Standards and Guidelines in order to let the designers increase the properties of the material. A common behavior is shown by both normal and high strength mixtures, but the request of confinement forces is different and the results, in terms of design detailing and verifications, are different. The main problem shown in concrete is that, in order to obtain a significant increasing of rheological concrete performance, the designer is led to insert a large amount of stirrups in concrete columns. For high strength concrete (HSC) it has been found that a brittle behavior occurs when a great amount of confinement is not provided. This paper, focused on HSC columns, will show the limits of some international standard indications on confinement when this is provided in order to achieve high values of resistance, strain and hence ductility in the concrete. © RILEM 2014 |
| abstractGer |
Abstract Confinement effects on concrete behavior have been evaluated by many authors so far and some relationship is inserted in most of the International Standards and Guidelines in order to let the designers increase the properties of the material. A common behavior is shown by both normal and high strength mixtures, but the request of confinement forces is different and the results, in terms of design detailing and verifications, are different. The main problem shown in concrete is that, in order to obtain a significant increasing of rheological concrete performance, the designer is led to insert a large amount of stirrups in concrete columns. For high strength concrete (HSC) it has been found that a brittle behavior occurs when a great amount of confinement is not provided. This paper, focused on HSC columns, will show the limits of some international standard indications on confinement when this is provided in order to achieve high values of resistance, strain and hence ductility in the concrete. © RILEM 2014 |
| abstract_unstemmed |
Abstract Confinement effects on concrete behavior have been evaluated by many authors so far and some relationship is inserted in most of the International Standards and Guidelines in order to let the designers increase the properties of the material. A common behavior is shown by both normal and high strength mixtures, but the request of confinement forces is different and the results, in terms of design detailing and verifications, are different. The main problem shown in concrete is that, in order to obtain a significant increasing of rheological concrete performance, the designer is led to insert a large amount of stirrups in concrete columns. For high strength concrete (HSC) it has been found that a brittle behavior occurs when a great amount of confinement is not provided. This paper, focused on HSC columns, will show the limits of some international standard indications on confinement when this is provided in order to achieve high values of resistance, strain and hence ductility in the concrete. © RILEM 2014 |
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Confinement effects on high strength concrete under axial load: evaluation of International Standards prescriptions |
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