Experimental behaviour and hyper-strength of slightly reinforced concrete members bent up to collapse
Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from w...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Cossu, P. [verfasserIn] |
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| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
1990 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 1990 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Kluwer Academic Publishers, 1985, 23(1990), 3 vom: Mai, Seite 204-212 |
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| Übergeordnetes Werk: |
volume:23 ; year:1990 ; number:3 ; month:05 ; pages:204-212 |
| Links: |
|---|
| DOI / URN: |
10.1007/BF02473019 |
|---|
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OLC2086894457 |
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| 520 | |a Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from what would result from the ‘classical’ analysis, especially in the region preceding yielding. One of the most interesting results in our opinion is the bringing to light of the role played by concrete which, with the same reinforcement, is capable of radically modifying the type of response and peak height, besides influencing the gap between the experimental yielding moment and the one that would results from the ‘classical’ procedure. Also shown is the fact that with particularly weak reinforcement (0.05%), high concrete strength is capable of bringing the cracking moment up to values far superior even to those of yielding. With weak reinforcement, hyper-strength does not relate only to the reinforcement percentage—as follows from various relationships proposed—but also, and in a determinant way, to concrete strength. | ||
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10.1007/BF02473019 doi (DE-627)OLC2086894457 (DE-He213)BF02473019-p DE-627 ger DE-627 rakwb eng 690 VZ Cossu, P. verfasserin aut Experimental behaviour and hyper-strength of slightly reinforced concrete members bent up to collapse 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1990 Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from what would result from the ‘classical’ analysis, especially in the region preceding yielding. One of the most interesting results in our opinion is the bringing to light of the role played by concrete which, with the same reinforcement, is capable of radically modifying the type of response and peak height, besides influencing the gap between the experimental yielding moment and the one that would results from the ‘classical’ procedure. Also shown is the fact that with particularly weak reinforcement (0.05%), high concrete strength is capable of bringing the cracking moment up to values far superior even to those of yielding. With weak reinforcement, hyper-strength does not relate only to the reinforcement percentage—as follows from various relationships proposed—but also, and in a determinant way, to concrete strength. Concrete Strength High Concrete Strength Test Element Weak Reinforcement Concrete Member Pozzo, E. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 23(1990), 3 vom: Mai, Seite 204-212 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:23 year:1990 number:3 month:05 pages:204-212 https://doi.org/10.1007/BF02473019 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 23 1990 3 05 204-212 |
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10.1007/BF02473019 doi (DE-627)OLC2086894457 (DE-He213)BF02473019-p DE-627 ger DE-627 rakwb eng 690 VZ Cossu, P. verfasserin aut Experimental behaviour and hyper-strength of slightly reinforced concrete members bent up to collapse 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1990 Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from what would result from the ‘classical’ analysis, especially in the region preceding yielding. One of the most interesting results in our opinion is the bringing to light of the role played by concrete which, with the same reinforcement, is capable of radically modifying the type of response and peak height, besides influencing the gap between the experimental yielding moment and the one that would results from the ‘classical’ procedure. Also shown is the fact that with particularly weak reinforcement (0.05%), high concrete strength is capable of bringing the cracking moment up to values far superior even to those of yielding. With weak reinforcement, hyper-strength does not relate only to the reinforcement percentage—as follows from various relationships proposed—but also, and in a determinant way, to concrete strength. Concrete Strength High Concrete Strength Test Element Weak Reinforcement Concrete Member Pozzo, E. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 23(1990), 3 vom: Mai, Seite 204-212 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:23 year:1990 number:3 month:05 pages:204-212 https://doi.org/10.1007/BF02473019 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 23 1990 3 05 204-212 |
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10.1007/BF02473019 doi (DE-627)OLC2086894457 (DE-He213)BF02473019-p DE-627 ger DE-627 rakwb eng 690 VZ Cossu, P. verfasserin aut Experimental behaviour and hyper-strength of slightly reinforced concrete members bent up to collapse 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1990 Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from what would result from the ‘classical’ analysis, especially in the region preceding yielding. One of the most interesting results in our opinion is the bringing to light of the role played by concrete which, with the same reinforcement, is capable of radically modifying the type of response and peak height, besides influencing the gap between the experimental yielding moment and the one that would results from the ‘classical’ procedure. Also shown is the fact that with particularly weak reinforcement (0.05%), high concrete strength is capable of bringing the cracking moment up to values far superior even to those of yielding. With weak reinforcement, hyper-strength does not relate only to the reinforcement percentage—as follows from various relationships proposed—but also, and in a determinant way, to concrete strength. Concrete Strength High Concrete Strength Test Element Weak Reinforcement Concrete Member Pozzo, E. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 23(1990), 3 vom: Mai, Seite 204-212 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:23 year:1990 number:3 month:05 pages:204-212 https://doi.org/10.1007/BF02473019 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 23 1990 3 05 204-212 |
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10.1007/BF02473019 doi (DE-627)OLC2086894457 (DE-He213)BF02473019-p DE-627 ger DE-627 rakwb eng 690 VZ Cossu, P. verfasserin aut Experimental behaviour and hyper-strength of slightly reinforced concrete members bent up to collapse 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1990 Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from what would result from the ‘classical’ analysis, especially in the region preceding yielding. One of the most interesting results in our opinion is the bringing to light of the role played by concrete which, with the same reinforcement, is capable of radically modifying the type of response and peak height, besides influencing the gap between the experimental yielding moment and the one that would results from the ‘classical’ procedure. Also shown is the fact that with particularly weak reinforcement (0.05%), high concrete strength is capable of bringing the cracking moment up to values far superior even to those of yielding. With weak reinforcement, hyper-strength does not relate only to the reinforcement percentage—as follows from various relationships proposed—but also, and in a determinant way, to concrete strength. Concrete Strength High Concrete Strength Test Element Weak Reinforcement Concrete Member Pozzo, E. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 23(1990), 3 vom: Mai, Seite 204-212 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:23 year:1990 number:3 month:05 pages:204-212 https://doi.org/10.1007/BF02473019 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 23 1990 3 05 204-212 |
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10.1007/BF02473019 doi (DE-627)OLC2086894457 (DE-He213)BF02473019-p DE-627 ger DE-627 rakwb eng 690 VZ Cossu, P. verfasserin aut Experimental behaviour and hyper-strength of slightly reinforced concrete members bent up to collapse 1990 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1990 Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from what would result from the ‘classical’ analysis, especially in the region preceding yielding. One of the most interesting results in our opinion is the bringing to light of the role played by concrete which, with the same reinforcement, is capable of radically modifying the type of response and peak height, besides influencing the gap between the experimental yielding moment and the one that would results from the ‘classical’ procedure. Also shown is the fact that with particularly weak reinforcement (0.05%), high concrete strength is capable of bringing the cracking moment up to values far superior even to those of yielding. With weak reinforcement, hyper-strength does not relate only to the reinforcement percentage—as follows from various relationships proposed—but also, and in a determinant way, to concrete strength. Concrete Strength High Concrete Strength Test Element Weak Reinforcement Concrete Member Pozzo, E. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 23(1990), 3 vom: Mai, Seite 204-212 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:23 year:1990 number:3 month:05 pages:204-212 https://doi.org/10.1007/BF02473019 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 23 1990 3 05 204-212 |
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Experimental behaviour and hyper-strength of slightly reinforced concrete members bent up to collapse |
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Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from what would result from the ‘classical’ analysis, especially in the region preceding yielding. One of the most interesting results in our opinion is the bringing to light of the role played by concrete which, with the same reinforcement, is capable of radically modifying the type of response and peak height, besides influencing the gap between the experimental yielding moment and the one that would results from the ‘classical’ procedure. Also shown is the fact that with particularly weak reinforcement (0.05%), high concrete strength is capable of bringing the cracking moment up to values far superior even to those of yielding. With weak reinforcement, hyper-strength does not relate only to the reinforcement percentage—as follows from various relationships proposed—but also, and in a determinant way, to concrete strength. © RILEM 1990 |
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Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from what would result from the ‘classical’ analysis, especially in the region preceding yielding. One of the most interesting results in our opinion is the bringing to light of the role played by concrete which, with the same reinforcement, is capable of radically modifying the type of response and peak height, besides influencing the gap between the experimental yielding moment and the one that would results from the ‘classical’ procedure. Also shown is the fact that with particularly weak reinforcement (0.05%), high concrete strength is capable of bringing the cracking moment up to values far superior even to those of yielding. With weak reinforcement, hyper-strength does not relate only to the reinforcement percentage—as follows from various relationships proposed—but also, and in a determinant way, to concrete strength. © RILEM 1990 |
| abstract_unstemmed |
Abstract The investigation reveals the main peculiarities (among which is the presence of a pronounced peak of moment before yielding) of the response to bending actions of slightly reinforced concrete structural members and shows that the trend in the reactive moments is strikingly different from what would result from the ‘classical’ analysis, especially in the region preceding yielding. One of the most interesting results in our opinion is the bringing to light of the role played by concrete which, with the same reinforcement, is capable of radically modifying the type of response and peak height, besides influencing the gap between the experimental yielding moment and the one that would results from the ‘classical’ procedure. Also shown is the fact that with particularly weak reinforcement (0.05%), high concrete strength is capable of bringing the cracking moment up to values far superior even to those of yielding. With weak reinforcement, hyper-strength does not relate only to the reinforcement percentage—as follows from various relationships proposed—but also, and in a determinant way, to concrete strength. © RILEM 1990 |
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Experimental behaviour and hyper-strength of slightly reinforced concrete members bent up to collapse |
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