Fracture behavior of SFRC slabs on grade
Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Frac...
Ausführliche Beschreibung
Gespeichert in:
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Meda, A. [verfasserIn] |
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Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2004 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 2004 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Kluwer Academic Publishers, 1985, 37(2004), 6 vom: Juli, Seite 405-411 |
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| Übergeordnetes Werk: |
volume:37 ; year:2004 ; number:6 ; month:07 ; pages:405-411 |
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| DOI / URN: |
10.1007/BF02479637 |
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OLC2086907966 |
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| 520 | |a Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Fracture Mechanics FE analyses, based on both smeared and discrete crack models. The fracture mechanics models have been validated by results from experiments on full scale slabs on elastic soil subjected to a load in the slab center. The comparison shows that NLFM analyses closely predict crack development, ultimate load and the collapse mechanism of slabs on grade. The smeared crack approach has been used for studying different loading conditions since it does not need an a-priori knowledge of the crack pattern. | ||
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10.1007/BF02479637 doi (DE-627)OLC2086907966 (DE-He213)BF02479637-p DE-627 ger DE-627 rakwb eng 690 VZ Meda, A. verfasserin aut Fracture behavior of SFRC slabs on grade 2004 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Fracture Mechanics FE analyses, based on both smeared and discrete crack models. The fracture mechanics models have been validated by results from experiments on full scale slabs on elastic soil subjected to a load in the slab center. The comparison shows that NLFM analyses closely predict crack development, ultimate load and the collapse mechanism of slabs on grade. The smeared crack approach has been used for studying different loading conditions since it does not need an a-priori knowledge of the crack pattern. Ultimate Load Steel Fiber Crack Pattern Steel Fiber Reinforce Concrete Smeared Crack Plizzari, G. A. aut Riva, P. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 37(2004), 6 vom: Juli, Seite 405-411 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:37 year:2004 number:6 month:07 pages:405-411 https://doi.org/10.1007/BF02479637 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 37 2004 6 07 405-411 |
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10.1007/BF02479637 doi (DE-627)OLC2086907966 (DE-He213)BF02479637-p DE-627 ger DE-627 rakwb eng 690 VZ Meda, A. verfasserin aut Fracture behavior of SFRC slabs on grade 2004 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Fracture Mechanics FE analyses, based on both smeared and discrete crack models. The fracture mechanics models have been validated by results from experiments on full scale slabs on elastic soil subjected to a load in the slab center. The comparison shows that NLFM analyses closely predict crack development, ultimate load and the collapse mechanism of slabs on grade. The smeared crack approach has been used for studying different loading conditions since it does not need an a-priori knowledge of the crack pattern. Ultimate Load Steel Fiber Crack Pattern Steel Fiber Reinforce Concrete Smeared Crack Plizzari, G. A. aut Riva, P. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 37(2004), 6 vom: Juli, Seite 405-411 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:37 year:2004 number:6 month:07 pages:405-411 https://doi.org/10.1007/BF02479637 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 37 2004 6 07 405-411 |
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10.1007/BF02479637 doi (DE-627)OLC2086907966 (DE-He213)BF02479637-p DE-627 ger DE-627 rakwb eng 690 VZ Meda, A. verfasserin aut Fracture behavior of SFRC slabs on grade 2004 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Fracture Mechanics FE analyses, based on both smeared and discrete crack models. The fracture mechanics models have been validated by results from experiments on full scale slabs on elastic soil subjected to a load in the slab center. The comparison shows that NLFM analyses closely predict crack development, ultimate load and the collapse mechanism of slabs on grade. The smeared crack approach has been used for studying different loading conditions since it does not need an a-priori knowledge of the crack pattern. Ultimate Load Steel Fiber Crack Pattern Steel Fiber Reinforce Concrete Smeared Crack Plizzari, G. A. aut Riva, P. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 37(2004), 6 vom: Juli, Seite 405-411 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:37 year:2004 number:6 month:07 pages:405-411 https://doi.org/10.1007/BF02479637 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 37 2004 6 07 405-411 |
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10.1007/BF02479637 doi (DE-627)OLC2086907966 (DE-He213)BF02479637-p DE-627 ger DE-627 rakwb eng 690 VZ Meda, A. verfasserin aut Fracture behavior of SFRC slabs on grade 2004 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Fracture Mechanics FE analyses, based on both smeared and discrete crack models. The fracture mechanics models have been validated by results from experiments on full scale slabs on elastic soil subjected to a load in the slab center. The comparison shows that NLFM analyses closely predict crack development, ultimate load and the collapse mechanism of slabs on grade. The smeared crack approach has been used for studying different loading conditions since it does not need an a-priori knowledge of the crack pattern. Ultimate Load Steel Fiber Crack Pattern Steel Fiber Reinforce Concrete Smeared Crack Plizzari, G. A. aut Riva, P. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 37(2004), 6 vom: Juli, Seite 405-411 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:37 year:2004 number:6 month:07 pages:405-411 https://doi.org/10.1007/BF02479637 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 37 2004 6 07 405-411 |
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10.1007/BF02479637 doi (DE-627)OLC2086907966 (DE-He213)BF02479637-p DE-627 ger DE-627 rakwb eng 690 VZ Meda, A. verfasserin aut Fracture behavior of SFRC slabs on grade 2004 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Fracture Mechanics FE analyses, based on both smeared and discrete crack models. The fracture mechanics models have been validated by results from experiments on full scale slabs on elastic soil subjected to a load in the slab center. The comparison shows that NLFM analyses closely predict crack development, ultimate load and the collapse mechanism of slabs on grade. The smeared crack approach has been used for studying different loading conditions since it does not need an a-priori knowledge of the crack pattern. Ultimate Load Steel Fiber Crack Pattern Steel Fiber Reinforce Concrete Smeared Crack Plizzari, G. A. aut Riva, P. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 37(2004), 6 vom: Juli, Seite 405-411 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:37 year:2004 number:6 month:07 pages:405-411 https://doi.org/10.1007/BF02479637 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 37 2004 6 07 405-411 |
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Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Fracture Mechanics FE analyses, based on both smeared and discrete crack models. The fracture mechanics models have been validated by results from experiments on full scale slabs on elastic soil subjected to a load in the slab center. The comparison shows that NLFM analyses closely predict crack development, ultimate load and the collapse mechanism of slabs on grade. The smeared crack approach has been used for studying different loading conditions since it does not need an a-priori knowledge of the crack pattern. © RILEM 2004 |
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Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Fracture Mechanics FE analyses, based on both smeared and discrete crack models. The fracture mechanics models have been validated by results from experiments on full scale slabs on elastic soil subjected to a load in the slab center. The comparison shows that NLFM analyses closely predict crack development, ultimate load and the collapse mechanism of slabs on grade. The smeared crack approach has been used for studying different loading conditions since it does not need an a-priori knowledge of the crack pattern. © RILEM 2004 |
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Abstract In concrete pavements, steel fibers are particularly suitable both for limiting shrinkage effects and for increasing the bearing capacity and fatigue resistance. In the present paper, the fracture behavior of steel-fiber-reinforced concrete slabs on grade is studied by using Non Linear Fracture Mechanics FE analyses, based on both smeared and discrete crack models. The fracture mechanics models have been validated by results from experiments on full scale slabs on elastic soil subjected to a load in the slab center. The comparison shows that NLFM analyses closely predict crack development, ultimate load and the collapse mechanism of slabs on grade. The smeared crack approach has been used for studying different loading conditions since it does not need an a-priori knowledge of the crack pattern. © RILEM 2004 |
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| title_short |
Fracture behavior of SFRC slabs on grade |
| url |
https://doi.org/10.1007/BF02479637 |
| remote_bool |
false |
| author2 |
Plizzari, G. A. Riva, P. |
| author2Str |
Plizzari, G. A. Riva, P. |
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12938240X |
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n |
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| doi_str |
10.1007/BF02479637 |
| up_date |
2024-07-04T12:02:14.977Z |
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1803649847109091328 |
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