$ K_{Ic} $ and J-resistance-curve measurements on Nevada tuff
Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. c...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Weisinger, R. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
1980 |
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| Schlagwörter: |
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| Anmerkung: |
© Society for Experimental Mechanics, Inc. 1980 |
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| Übergeordnetes Werk: |
Enthalten in: Experimental mechanics - Kluwer Academic Publishers, 1961, 20(1980), 2 vom: Feb., Seite 68-72 |
|---|---|
| Übergeordnetes Werk: |
volume:20 ; year:1980 ; number:2 ; month:02 ; pages:68-72 |
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| DOI / URN: |
10.1007/BF02321037 |
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| 520 | |a Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. crack growth) curve for each specimen was determined. The results indicate that there is good agreement between the fracture parameters determined by the two methods; however, there is some dependence of the results on specimen size. Possible reasons for this specimen-size dependence are discussed. | ||
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10.1007/BF02321037 doi (DE-627)OLC2058157095 (DE-He213)BF02321037-p DE-627 ger DE-627 rakwb eng 690 VZ Weisinger, R. verfasserin aut $ K_{Ic} $ and J-resistance-curve measurements on Nevada tuff 1980 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1980 Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. crack growth) curve for each specimen was determined. The results indicate that there is good agreement between the fracture parameters determined by the two methods; however, there is some dependence of the results on specimen size. Possible reasons for this specimen-size dependence are discussed. Mechanical Engineer Fracture Toughness Fluid Dynamics Fracture Mechanic Fracture Behavior Costin, L. S. aut Lutz, T. J. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 20(1980), 2 vom: Feb., Seite 68-72 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:20 year:1980 number:2 month:02 pages:68-72 https://doi.org/10.1007/BF02321037 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 20 1980 2 02 68-72 |
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10.1007/BF02321037 doi (DE-627)OLC2058157095 (DE-He213)BF02321037-p DE-627 ger DE-627 rakwb eng 690 VZ Weisinger, R. verfasserin aut $ K_{Ic} $ and J-resistance-curve measurements on Nevada tuff 1980 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1980 Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. crack growth) curve for each specimen was determined. The results indicate that there is good agreement between the fracture parameters determined by the two methods; however, there is some dependence of the results on specimen size. Possible reasons for this specimen-size dependence are discussed. Mechanical Engineer Fracture Toughness Fluid Dynamics Fracture Mechanic Fracture Behavior Costin, L. S. aut Lutz, T. J. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 20(1980), 2 vom: Feb., Seite 68-72 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:20 year:1980 number:2 month:02 pages:68-72 https://doi.org/10.1007/BF02321037 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 20 1980 2 02 68-72 |
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10.1007/BF02321037 doi (DE-627)OLC2058157095 (DE-He213)BF02321037-p DE-627 ger DE-627 rakwb eng 690 VZ Weisinger, R. verfasserin aut $ K_{Ic} $ and J-resistance-curve measurements on Nevada tuff 1980 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1980 Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. crack growth) curve for each specimen was determined. The results indicate that there is good agreement between the fracture parameters determined by the two methods; however, there is some dependence of the results on specimen size. Possible reasons for this specimen-size dependence are discussed. Mechanical Engineer Fracture Toughness Fluid Dynamics Fracture Mechanic Fracture Behavior Costin, L. S. aut Lutz, T. J. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 20(1980), 2 vom: Feb., Seite 68-72 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:20 year:1980 number:2 month:02 pages:68-72 https://doi.org/10.1007/BF02321037 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 20 1980 2 02 68-72 |
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10.1007/BF02321037 doi (DE-627)OLC2058157095 (DE-He213)BF02321037-p DE-627 ger DE-627 rakwb eng 690 VZ Weisinger, R. verfasserin aut $ K_{Ic} $ and J-resistance-curve measurements on Nevada tuff 1980 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1980 Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. crack growth) curve for each specimen was determined. The results indicate that there is good agreement between the fracture parameters determined by the two methods; however, there is some dependence of the results on specimen size. Possible reasons for this specimen-size dependence are discussed. Mechanical Engineer Fracture Toughness Fluid Dynamics Fracture Mechanic Fracture Behavior Costin, L. S. aut Lutz, T. J. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 20(1980), 2 vom: Feb., Seite 68-72 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:20 year:1980 number:2 month:02 pages:68-72 https://doi.org/10.1007/BF02321037 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 20 1980 2 02 68-72 |
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10.1007/BF02321037 doi (DE-627)OLC2058157095 (DE-He213)BF02321037-p DE-627 ger DE-627 rakwb eng 690 VZ Weisinger, R. verfasserin aut $ K_{Ic} $ and J-resistance-curve measurements on Nevada tuff 1980 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Society for Experimental Mechanics, Inc. 1980 Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. crack growth) curve for each specimen was determined. The results indicate that there is good agreement between the fracture parameters determined by the two methods; however, there is some dependence of the results on specimen size. Possible reasons for this specimen-size dependence are discussed. Mechanical Engineer Fracture Toughness Fluid Dynamics Fracture Mechanic Fracture Behavior Costin, L. S. aut Lutz, T. J. aut Enthalten in Experimental mechanics Kluwer Academic Publishers, 1961 20(1980), 2 vom: Feb., Seite 68-72 (DE-627)129593990 (DE-600)240480-1 (DE-576)015086852 0014-4851 nnns volume:20 year:1980 number:2 month:02 pages:68-72 https://doi.org/10.1007/BF02321037 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-PHY GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_30 GBV_ILN_70 GBV_ILN_170 GBV_ILN_2004 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4309 GBV_ILN_4319 GBV_ILN_4700 AR 20 1980 2 02 68-72 |
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$ k_{ic} $ and j-resistance-curve measurements on nevada tuff |
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$ K_{Ic} $ and J-resistance-curve measurements on Nevada tuff |
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Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. crack growth) curve for each specimen was determined. The results indicate that there is good agreement between the fracture parameters determined by the two methods; however, there is some dependence of the results on specimen size. Possible reasons for this specimen-size dependence are discussed. © Society for Experimental Mechanics, Inc. 1980 |
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Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. crack growth) curve for each specimen was determined. The results indicate that there is good agreement between the fracture parameters determined by the two methods; however, there is some dependence of the results on specimen size. Possible reasons for this specimen-size dependence are discussed. © Society for Experimental Mechanics, Inc. 1980 |
| abstract_unstemmed |
Abstract Linear-elastic fracture mechanics and J-integral test methods were used to determine the static fracture behavior of a porous volcanic tuff. Notched and prefatigued specimens of two different sizes were tested in three-point bending. The fracture toughness (KIc) and theJ-resistance (J vs. crack growth) curve for each specimen was determined. The results indicate that there is good agreement between the fracture parameters determined by the two methods; however, there is some dependence of the results on specimen size. Possible reasons for this specimen-size dependence are discussed. © Society for Experimental Mechanics, Inc. 1980 |
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$ K_{Ic} $ and J-resistance-curve measurements on Nevada tuff |
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