Dimensional analysis for concrete in fracture
Abstract A structural element of high strength in compression and extremely low strength in tension, such as concrete, is considered. Based on linear-elastic fracture mechanics a simple model law for ultimate load was derived by the author in 1986. This model law is shown also to be consistent with...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Harder, N. A. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1991 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 1991 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Cachan : RILEM Publications SARL, 1968, 24(1991), 3 vom: 01. Mai, Seite 202-209 |
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| Übergeordnetes Werk: |
volume:24 ; year:1991 ; number:3 ; day:01 ; month:05 ; pages:202-209 |
| Links: |
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| DOI / URN: |
10.1007/BF02472986 |
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| Katalog-ID: |
SPR020555474 |
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| 245 | 1 | 0 | |a Dimensional analysis for concrete in fracture |
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| 520 | |a Abstract A structural element of high strength in compression and extremely low strength in tension, such as concrete, is considered. Based on linear-elastic fracture mechanics a simple model law for ultimate load was derived by the author in 1986. This model law is shown also to be consistent with the non-linear fracture mechanical theory called the fictious crack model. | ||
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| 650 | 4 | |a Fracture Energy |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Ultimate Load |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a LEFM |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Initial Crack |7 (dpeaa)DE-He213 | |
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1991 |
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1991 |
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10.1007/BF02472986 doi (DE-627)SPR020555474 (SPR)BF02472986-e DE-627 ger DE-627 rakwb eng Harder, N. A. verfasserin aut Dimensional analysis for concrete in fracture 1991 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 1991 Abstract A structural element of high strength in compression and extremely low strength in tension, such as concrete, is considered. Based on linear-elastic fracture mechanics a simple model law for ultimate load was derived by the author in 1986. This model law is shown also to be consistent with the non-linear fracture mechanical theory called the fictious crack model. Stress Intensity Factor (dpeaa)DE-He213 Fracture Energy (dpeaa)DE-He213 Ultimate Load (dpeaa)DE-He213 LEFM (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 24(1991), 3 vom: 01. Mai, Seite 202-209 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:24 year:1991 number:3 day:01 month:05 pages:202-209 https://dx.doi.org/10.1007/BF02472986 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_121 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_206 GBV_ILN_224 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 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_2808 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4277 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_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 24 1991 3 01 05 202-209 |
| spelling |
10.1007/BF02472986 doi (DE-627)SPR020555474 (SPR)BF02472986-e DE-627 ger DE-627 rakwb eng Harder, N. A. verfasserin aut Dimensional analysis for concrete in fracture 1991 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 1991 Abstract A structural element of high strength in compression and extremely low strength in tension, such as concrete, is considered. Based on linear-elastic fracture mechanics a simple model law for ultimate load was derived by the author in 1986. This model law is shown also to be consistent with the non-linear fracture mechanical theory called the fictious crack model. Stress Intensity Factor (dpeaa)DE-He213 Fracture Energy (dpeaa)DE-He213 Ultimate Load (dpeaa)DE-He213 LEFM (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 24(1991), 3 vom: 01. Mai, Seite 202-209 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:24 year:1991 number:3 day:01 month:05 pages:202-209 https://dx.doi.org/10.1007/BF02472986 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_121 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_206 GBV_ILN_224 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 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_2808 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4277 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_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 24 1991 3 01 05 202-209 |
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10.1007/BF02472986 doi (DE-627)SPR020555474 (SPR)BF02472986-e DE-627 ger DE-627 rakwb eng Harder, N. A. verfasserin aut Dimensional analysis for concrete in fracture 1991 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 1991 Abstract A structural element of high strength in compression and extremely low strength in tension, such as concrete, is considered. Based on linear-elastic fracture mechanics a simple model law for ultimate load was derived by the author in 1986. This model law is shown also to be consistent with the non-linear fracture mechanical theory called the fictious crack model. Stress Intensity Factor (dpeaa)DE-He213 Fracture Energy (dpeaa)DE-He213 Ultimate Load (dpeaa)DE-He213 LEFM (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 24(1991), 3 vom: 01. Mai, Seite 202-209 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:24 year:1991 number:3 day:01 month:05 pages:202-209 https://dx.doi.org/10.1007/BF02472986 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_121 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_206 GBV_ILN_224 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 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_2808 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4277 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_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 24 1991 3 01 05 202-209 |
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10.1007/BF02472986 doi (DE-627)SPR020555474 (SPR)BF02472986-e DE-627 ger DE-627 rakwb eng Harder, N. A. verfasserin aut Dimensional analysis for concrete in fracture 1991 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 1991 Abstract A structural element of high strength in compression and extremely low strength in tension, such as concrete, is considered. Based on linear-elastic fracture mechanics a simple model law for ultimate load was derived by the author in 1986. This model law is shown also to be consistent with the non-linear fracture mechanical theory called the fictious crack model. Stress Intensity Factor (dpeaa)DE-He213 Fracture Energy (dpeaa)DE-He213 Ultimate Load (dpeaa)DE-He213 LEFM (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 24(1991), 3 vom: 01. Mai, Seite 202-209 (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:24 year:1991 number:3 day:01 month:05 pages:202-209 https://dx.doi.org/10.1007/BF02472986 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_121 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_206 GBV_ILN_224 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 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_2808 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4277 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_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 AR 24 1991 3 01 05 202-209 |
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Enthalten in Materials and structures 24(1991), 3 vom: 01. Mai, Seite 202-209 volume:24 year:1991 number:3 day:01 month:05 pages:202-209 |
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Enthalten in Materials and structures 24(1991), 3 vom: 01. Mai, Seite 202-209 volume:24 year:1991 number:3 day:01 month:05 pages:202-209 |
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Harder, N. A. misc Stress Intensity Factor misc Fracture Energy misc Ultimate Load misc LEFM misc Initial Crack Dimensional analysis for concrete in fracture |
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Dimensional analysis for concrete in fracture Stress Intensity Factor (dpeaa)DE-He213 Fracture Energy (dpeaa)DE-He213 Ultimate Load (dpeaa)DE-He213 LEFM (dpeaa)DE-He213 Initial Crack (dpeaa)DE-He213 |
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dimensional analysis for concrete in fracture |
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Dimensional analysis for concrete in fracture |
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Abstract A structural element of high strength in compression and extremely low strength in tension, such as concrete, is considered. Based on linear-elastic fracture mechanics a simple model law for ultimate load was derived by the author in 1986. This model law is shown also to be consistent with the non-linear fracture mechanical theory called the fictious crack model. © RILEM 1991 |
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Abstract A structural element of high strength in compression and extremely low strength in tension, such as concrete, is considered. Based on linear-elastic fracture mechanics a simple model law for ultimate load was derived by the author in 1986. This model law is shown also to be consistent with the non-linear fracture mechanical theory called the fictious crack model. © RILEM 1991 |
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Abstract A structural element of high strength in compression and extremely low strength in tension, such as concrete, is considered. Based on linear-elastic fracture mechanics a simple model law for ultimate load was derived by the author in 1986. This model law is shown also to be consistent with the non-linear fracture mechanical theory called the fictious crack model. © RILEM 1991 |
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