Creeping of a rotating beam

Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics.

Gespeichert in:

Autor*in:	Romanov, K. I. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2008

Schlagwörter:	Critical Time Beam Length Initial Imperfection Orogenesis Unstrained State

Übergeordnetes Werk:	Enthalten in: Mechanics of solids - New York, NY : Allerton, 2007, 43(2008), 6 vom: Dez., Seite 965-966
Übergeordnetes Werk:	volume:43 ; year:2008 ; number:6 ; month:12 ; pages:965-966

Links:	Volltext

DOI / URN:	10.3103/S0025654408060149

Katalog-ID:	SPR023255242

Internformat


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520			\|a Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics.
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matchkey_str	article:19347936:2008----::reigfrt
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publishDate	2008
allfields	10.3103/S0025654408060149 doi (DE-627)SPR023255242 (SPR)S0025654408060149-e DE-627 ger DE-627 rakwb eng 600 ASE Romanov, K. I. verfasserin aut Creeping of a rotating beam 2008 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics. Critical Time (dpeaa)DE-He213 Beam Length (dpeaa)DE-He213 Initial Imperfection (dpeaa)DE-He213 Orogenesis (dpeaa)DE-He213 Unstrained State (dpeaa)DE-He213 Enthalten in Mechanics of solids New York, NY : Allerton, 2007 43(2008), 6 vom: Dez., Seite 965-966 (DE-627)535186789 (DE-600)2375720-6 1934-7936 nnns volume:43 year:2008 number:6 month:12 pages:965-966 https://dx.doi.org/10.3103/S0025654408060149 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_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_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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2008 6 12 965-966
spelling	10.3103/S0025654408060149 doi (DE-627)SPR023255242 (SPR)S0025654408060149-e DE-627 ger DE-627 rakwb eng 600 ASE Romanov, K. I. verfasserin aut Creeping of a rotating beam 2008 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics. Critical Time (dpeaa)DE-He213 Beam Length (dpeaa)DE-He213 Initial Imperfection (dpeaa)DE-He213 Orogenesis (dpeaa)DE-He213 Unstrained State (dpeaa)DE-He213 Enthalten in Mechanics of solids New York, NY : Allerton, 2007 43(2008), 6 vom: Dez., Seite 965-966 (DE-627)535186789 (DE-600)2375720-6 1934-7936 nnns volume:43 year:2008 number:6 month:12 pages:965-966 https://dx.doi.org/10.3103/S0025654408060149 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_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_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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2008 6 12 965-966
allfields_unstemmed	10.3103/S0025654408060149 doi (DE-627)SPR023255242 (SPR)S0025654408060149-e DE-627 ger DE-627 rakwb eng 600 ASE Romanov, K. I. verfasserin aut Creeping of a rotating beam 2008 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics. Critical Time (dpeaa)DE-He213 Beam Length (dpeaa)DE-He213 Initial Imperfection (dpeaa)DE-He213 Orogenesis (dpeaa)DE-He213 Unstrained State (dpeaa)DE-He213 Enthalten in Mechanics of solids New York, NY : Allerton, 2007 43(2008), 6 vom: Dez., Seite 965-966 (DE-627)535186789 (DE-600)2375720-6 1934-7936 nnns volume:43 year:2008 number:6 month:12 pages:965-966 https://dx.doi.org/10.3103/S0025654408060149 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_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_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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2008 6 12 965-966
allfieldsGer	10.3103/S0025654408060149 doi (DE-627)SPR023255242 (SPR)S0025654408060149-e DE-627 ger DE-627 rakwb eng 600 ASE Romanov, K. I. verfasserin aut Creeping of a rotating beam 2008 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics. Critical Time (dpeaa)DE-He213 Beam Length (dpeaa)DE-He213 Initial Imperfection (dpeaa)DE-He213 Orogenesis (dpeaa)DE-He213 Unstrained State (dpeaa)DE-He213 Enthalten in Mechanics of solids New York, NY : Allerton, 2007 43(2008), 6 vom: Dez., Seite 965-966 (DE-627)535186789 (DE-600)2375720-6 1934-7936 nnns volume:43 year:2008 number:6 month:12 pages:965-966 https://dx.doi.org/10.3103/S0025654408060149 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_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_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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2008 6 12 965-966
allfieldsSound	10.3103/S0025654408060149 doi (DE-627)SPR023255242 (SPR)S0025654408060149-e DE-627 ger DE-627 rakwb eng 600 ASE Romanov, K. I. verfasserin aut Creeping of a rotating beam 2008 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics. Critical Time (dpeaa)DE-He213 Beam Length (dpeaa)DE-He213 Initial Imperfection (dpeaa)DE-He213 Orogenesis (dpeaa)DE-He213 Unstrained State (dpeaa)DE-He213 Enthalten in Mechanics of solids New York, NY : Allerton, 2007 43(2008), 6 vom: Dez., Seite 965-966 (DE-627)535186789 (DE-600)2375720-6 1934-7936 nnns volume:43 year:2008 number:6 month:12 pages:965-966 https://dx.doi.org/10.3103/S0025654408060149 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_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_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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2008 6 12 965-966
language	English
source	Enthalten in Mechanics of solids 43(2008), 6 vom: Dez., Seite 965-966 volume:43 year:2008 number:6 month:12 pages:965-966
sourceStr	Enthalten in Mechanics of solids 43(2008), 6 vom: Dez., Seite 965-966 volume:43 year:2008 number:6 month:12 pages:965-966
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Critical Time Beam Length Initial Imperfection Orogenesis Unstrained State
dewey-raw	600
isfreeaccess_bool	false
container_title	Mechanics of solids
authorswithroles_txt_mv	Romanov, K. I. @@aut@@
publishDateDaySort_date	2008-12-01T00:00:00Z
hierarchy_top_id	535186789
dewey-sort	3600
id	SPR023255242
language_de	englisch
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author	Romanov, K. I.
spellingShingle	Romanov, K. I. ddc 600 misc Critical Time misc Beam Length misc Initial Imperfection misc Orogenesis misc Unstrained State Creeping of a rotating beam
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topic_title	600 ASE Creeping of a rotating beam Critical Time (dpeaa)DE-He213 Beam Length (dpeaa)DE-He213 Initial Imperfection (dpeaa)DE-He213 Orogenesis (dpeaa)DE-He213 Unstrained State (dpeaa)DE-He213
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format_facet	Elektronische Aufsätze Aufsätze Elektronische Ressource
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title	Creeping of a rotating beam
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title_full	Creeping of a rotating beam
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title_sort	creeping of a rotating beam
title_auth	Creeping of a rotating beam
abstract	Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics.
abstractGer	Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics.
abstract_unstemmed	Abstract We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics.
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title_short	Creeping of a rotating beam
url	https://dx.doi.org/10.3103/S0025654408060149
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solids</subfield><subfield code="d">New York, NY : Allerton, 2007</subfield><subfield code="g">43(2008), 6 vom: Dez., Seite 965-966</subfield><subfield code="w">(DE-627)535186789</subfield><subfield code="w">(DE-600)2375720-6</subfield><subfield code="x">1934-7936</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:43</subfield><subfield code="g">year:2008</subfield><subfield code="g">number:6</subfield><subfield code="g">month:12</subfield><subfield code="g">pages:965-966</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.3103/S0025654408060149</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" 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