Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited
Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution...
Ausführliche Beschreibung
Autor*in: |
Ramesh, K. [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2022 |
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Anmerkung: |
© The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 |
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Übergeordnetes Werk: |
Enthalten in: Granular matter - Berlin : Springer, 1998, 24(2022), 2 vom: 17. Feb. |
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Übergeordnetes Werk: |
volume:24 ; year:2022 ; number:2 ; day:17 ; month:02 |
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DOI / URN: |
10.1007/s10035-021-01205-3 |
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Katalog-ID: |
SPR046259821 |
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520 | |a Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. Graphical abstract | ||
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10.1007/s10035-021-01205-3 doi (DE-627)SPR046259821 (SPR)s10035-021-01205-3-e DE-627 ger DE-627 rakwb eng Ramesh, K. verfasserin aut Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. Graphical abstract Granular materials (dpeaa)DE-He213 Photoelasticity (dpeaa)DE-He213 Isochromatics (dpeaa)DE-He213 Shins, K. aut Enthalten in Granular matter Berlin : Springer, 1998 24(2022), 2 vom: 17. Feb. (DE-627)300183771 (DE-600)1481431-6 1434-7636 nnns volume:24 year:2022 number:2 day:17 month:02 https://dx.doi.org/10.1007/s10035-021-01205-3 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_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_267 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_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_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_2118 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_4126 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 24 2022 2 17 02 |
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10.1007/s10035-021-01205-3 doi (DE-627)SPR046259821 (SPR)s10035-021-01205-3-e DE-627 ger DE-627 rakwb eng Ramesh, K. verfasserin aut Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. Graphical abstract Granular materials (dpeaa)DE-He213 Photoelasticity (dpeaa)DE-He213 Isochromatics (dpeaa)DE-He213 Shins, K. aut Enthalten in Granular matter Berlin : Springer, 1998 24(2022), 2 vom: 17. Feb. (DE-627)300183771 (DE-600)1481431-6 1434-7636 nnns volume:24 year:2022 number:2 day:17 month:02 https://dx.doi.org/10.1007/s10035-021-01205-3 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_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_267 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_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_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_2118 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_4126 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 24 2022 2 17 02 |
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10.1007/s10035-021-01205-3 doi (DE-627)SPR046259821 (SPR)s10035-021-01205-3-e DE-627 ger DE-627 rakwb eng Ramesh, K. verfasserin aut Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. Graphical abstract Granular materials (dpeaa)DE-He213 Photoelasticity (dpeaa)DE-He213 Isochromatics (dpeaa)DE-He213 Shins, K. aut Enthalten in Granular matter Berlin : Springer, 1998 24(2022), 2 vom: 17. Feb. (DE-627)300183771 (DE-600)1481431-6 1434-7636 nnns volume:24 year:2022 number:2 day:17 month:02 https://dx.doi.org/10.1007/s10035-021-01205-3 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_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_267 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_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_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_2118 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_4126 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 24 2022 2 17 02 |
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10.1007/s10035-021-01205-3 doi (DE-627)SPR046259821 (SPR)s10035-021-01205-3-e DE-627 ger DE-627 rakwb eng Ramesh, K. verfasserin aut Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. Graphical abstract Granular materials (dpeaa)DE-He213 Photoelasticity (dpeaa)DE-He213 Isochromatics (dpeaa)DE-He213 Shins, K. aut Enthalten in Granular matter Berlin : Springer, 1998 24(2022), 2 vom: 17. Feb. (DE-627)300183771 (DE-600)1481431-6 1434-7636 nnns volume:24 year:2022 number:2 day:17 month:02 https://dx.doi.org/10.1007/s10035-021-01205-3 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_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_267 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_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_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_2118 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_4126 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 24 2022 2 17 02 |
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10.1007/s10035-021-01205-3 doi (DE-627)SPR046259821 (SPR)s10035-021-01205-3-e DE-627 ger DE-627 rakwb eng Ramesh, K. verfasserin aut Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. Graphical abstract Granular materials (dpeaa)DE-He213 Photoelasticity (dpeaa)DE-He213 Isochromatics (dpeaa)DE-He213 Shins, K. aut Enthalten in Granular matter Berlin : Springer, 1998 24(2022), 2 vom: 17. Feb. (DE-627)300183771 (DE-600)1481431-6 1434-7636 nnns volume:24 year:2022 number:2 day:17 month:02 https://dx.doi.org/10.1007/s10035-021-01205-3 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_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_267 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_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_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_2118 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_4126 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 24 2022 2 17 02 |
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Ramesh, K. misc Granular materials misc Photoelasticity misc Isochromatics Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited |
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Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited Granular materials (dpeaa)DE-He213 Photoelasticity (dpeaa)DE-He213 Isochromatics (dpeaa)DE-He213 |
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stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited |
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Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited |
abstract |
Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. Graphical abstract © The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 |
abstractGer |
Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. Graphical abstract © The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 |
abstract_unstemmed |
Closed-form expressions for stress distribution in a disk subjected to self-equilibrated loads having arbitrary magnitudes and directions have been derived following the approach of Timoshenko. The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. Graphical abstract © The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2022 |
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Stress field equations for a disk subjected to self-equilibrated arbitrary loads: revisited |
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The stress field equations are simplified to a readily usable form by intelligently employing the solution to the problem of a concentrated load acting on a semi-infinite plate (Flamant’s solution) and the solution of Lame’s problem. The proposed equations eliminate a series of involved and avoidable steps to be followed in the existing methods for stress determination, which makes these new equations computationally more efficient. The isochromatic fringes plotted using the proposed equations for disks subjected to various numbers of loads revealed a subtle aspect that the fringe order at the free boundary of a disk is non-zero if the loads are acting in the non-radial direction whereas it is zero for radial loads. This heuristic information can further simplify the determination of contact forces from isochromatic fringes, which is the current focus of many of the researchers working in the field of granular materials. 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