On the viscoelastic instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates under compressive loads
Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel crit...
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| Autor*in: |
Jafari, Nasrin [verfasserIn] Azhari, Mojtaba [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Anmerkung: |
© The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Übergeordnetes Werk: |
Enthalten in: Mechanics of time-dependent materials - Springer Netherlands, 1997, 28(2022), 2 vom: 23. Nov., Seite 469-483 |
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| Übergeordnetes Werk: |
volume:28 ; year:2022 ; number:2 ; day:23 ; month:11 ; pages:469-483 |
| Links: |
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| DOI / URN: |
10.1007/s11043-022-09580-x |
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| Katalog-ID: |
SPR056369824 |
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| 245 | 1 | 0 | |a On the viscoelastic instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates under compressive loads |
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| 520 | |a Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. Assuming constant bulk modulus, the constitutive equations are written based on the Boltzmann integral law. Solving an eigenvalue problem in the Laplace–Carson domain, the time responses of Timoshenko viscoelastic beams and Mindlin viscoelastic plates are formulated explicitly. Numerical results show that the viscoelastic critical load depends only on the material properties and is independent of the geometrical properties. Several numerical results are presented to study the effect of geometrical and material parameters on the time behavior of moderately thick viscoelastic plates. | ||
| 650 | 4 | |a Displacement history |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Eigenvalue problem |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Moderately thick viscoelastic plates |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Time function |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Timoshenko viscoelastic beams |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Viscoelastic instability |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Azhari, Mojtaba |e verfasserin |4 aut | |
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10.1007/s11043-022-09580-x doi (DE-627)SPR056369824 (SPR)s11043-022-09580-x-e DE-627 ger DE-627 rakwb eng 620 VZ 51.32 bkl Jafari, Nasrin verfasserin (orcid)0000-0002-5774-0638 aut On the viscoelastic instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates under compressive loads 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. Assuming constant bulk modulus, the constitutive equations are written based on the Boltzmann integral law. Solving an eigenvalue problem in the Laplace–Carson domain, the time responses of Timoshenko viscoelastic beams and Mindlin viscoelastic plates are formulated explicitly. Numerical results show that the viscoelastic critical load depends only on the material properties and is independent of the geometrical properties. Several numerical results are presented to study the effect of geometrical and material parameters on the time behavior of moderately thick viscoelastic plates. Displacement history (dpeaa)DE-He213 Eigenvalue problem (dpeaa)DE-He213 Moderately thick viscoelastic plates (dpeaa)DE-He213 Time function (dpeaa)DE-He213 Timoshenko viscoelastic beams (dpeaa)DE-He213 Viscoelastic instability (dpeaa)DE-He213 Azhari, Mojtaba verfasserin aut Enthalten in Mechanics of time-dependent materials Springer Netherlands, 1997 28(2022), 2 vom: 23. Nov., Seite 469-483 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:28 year:2022 number:2 day:23 month:11 pages:469-483 https://dx.doi.org/10.1007/s11043-022-09580-x X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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_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 51.32 VZ AR 28 2022 2 23 11 469-483 |
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10.1007/s11043-022-09580-x doi (DE-627)SPR056369824 (SPR)s11043-022-09580-x-e DE-627 ger DE-627 rakwb eng 620 VZ 51.32 bkl Jafari, Nasrin verfasserin (orcid)0000-0002-5774-0638 aut On the viscoelastic instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates under compressive loads 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. Assuming constant bulk modulus, the constitutive equations are written based on the Boltzmann integral law. Solving an eigenvalue problem in the Laplace–Carson domain, the time responses of Timoshenko viscoelastic beams and Mindlin viscoelastic plates are formulated explicitly. Numerical results show that the viscoelastic critical load depends only on the material properties and is independent of the geometrical properties. Several numerical results are presented to study the effect of geometrical and material parameters on the time behavior of moderately thick viscoelastic plates. Displacement history (dpeaa)DE-He213 Eigenvalue problem (dpeaa)DE-He213 Moderately thick viscoelastic plates (dpeaa)DE-He213 Time function (dpeaa)DE-He213 Timoshenko viscoelastic beams (dpeaa)DE-He213 Viscoelastic instability (dpeaa)DE-He213 Azhari, Mojtaba verfasserin aut Enthalten in Mechanics of time-dependent materials Springer Netherlands, 1997 28(2022), 2 vom: 23. Nov., Seite 469-483 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:28 year:2022 number:2 day:23 month:11 pages:469-483 https://dx.doi.org/10.1007/s11043-022-09580-x X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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_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 51.32 VZ AR 28 2022 2 23 11 469-483 |
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10.1007/s11043-022-09580-x doi (DE-627)SPR056369824 (SPR)s11043-022-09580-x-e DE-627 ger DE-627 rakwb eng 620 VZ 51.32 bkl Jafari, Nasrin verfasserin (orcid)0000-0002-5774-0638 aut On the viscoelastic instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates under compressive loads 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. Assuming constant bulk modulus, the constitutive equations are written based on the Boltzmann integral law. Solving an eigenvalue problem in the Laplace–Carson domain, the time responses of Timoshenko viscoelastic beams and Mindlin viscoelastic plates are formulated explicitly. Numerical results show that the viscoelastic critical load depends only on the material properties and is independent of the geometrical properties. Several numerical results are presented to study the effect of geometrical and material parameters on the time behavior of moderately thick viscoelastic plates. Displacement history (dpeaa)DE-He213 Eigenvalue problem (dpeaa)DE-He213 Moderately thick viscoelastic plates (dpeaa)DE-He213 Time function (dpeaa)DE-He213 Timoshenko viscoelastic beams (dpeaa)DE-He213 Viscoelastic instability (dpeaa)DE-He213 Azhari, Mojtaba verfasserin aut Enthalten in Mechanics of time-dependent materials Springer Netherlands, 1997 28(2022), 2 vom: 23. Nov., Seite 469-483 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:28 year:2022 number:2 day:23 month:11 pages:469-483 https://dx.doi.org/10.1007/s11043-022-09580-x X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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_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 51.32 VZ AR 28 2022 2 23 11 469-483 |
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10.1007/s11043-022-09580-x doi (DE-627)SPR056369824 (SPR)s11043-022-09580-x-e DE-627 ger DE-627 rakwb eng 620 VZ 51.32 bkl Jafari, Nasrin verfasserin (orcid)0000-0002-5774-0638 aut On the viscoelastic instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates under compressive loads 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. Assuming constant bulk modulus, the constitutive equations are written based on the Boltzmann integral law. Solving an eigenvalue problem in the Laplace–Carson domain, the time responses of Timoshenko viscoelastic beams and Mindlin viscoelastic plates are formulated explicitly. Numerical results show that the viscoelastic critical load depends only on the material properties and is independent of the geometrical properties. Several numerical results are presented to study the effect of geometrical and material parameters on the time behavior of moderately thick viscoelastic plates. Displacement history (dpeaa)DE-He213 Eigenvalue problem (dpeaa)DE-He213 Moderately thick viscoelastic plates (dpeaa)DE-He213 Time function (dpeaa)DE-He213 Timoshenko viscoelastic beams (dpeaa)DE-He213 Viscoelastic instability (dpeaa)DE-He213 Azhari, Mojtaba verfasserin aut Enthalten in Mechanics of time-dependent materials Springer Netherlands, 1997 28(2022), 2 vom: 23. Nov., Seite 469-483 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:28 year:2022 number:2 day:23 month:11 pages:469-483 https://dx.doi.org/10.1007/s11043-022-09580-x X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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_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 51.32 VZ AR 28 2022 2 23 11 469-483 |
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10.1007/s11043-022-09580-x doi (DE-627)SPR056369824 (SPR)s11043-022-09580-x-e DE-627 ger DE-627 rakwb eng 620 VZ 51.32 bkl Jafari, Nasrin verfasserin (orcid)0000-0002-5774-0638 aut On the viscoelastic instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates under compressive loads 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. Assuming constant bulk modulus, the constitutive equations are written based on the Boltzmann integral law. Solving an eigenvalue problem in the Laplace–Carson domain, the time responses of Timoshenko viscoelastic beams and Mindlin viscoelastic plates are formulated explicitly. Numerical results show that the viscoelastic critical load depends only on the material properties and is independent of the geometrical properties. Several numerical results are presented to study the effect of geometrical and material parameters on the time behavior of moderately thick viscoelastic plates. Displacement history (dpeaa)DE-He213 Eigenvalue problem (dpeaa)DE-He213 Moderately thick viscoelastic plates (dpeaa)DE-He213 Time function (dpeaa)DE-He213 Timoshenko viscoelastic beams (dpeaa)DE-He213 Viscoelastic instability (dpeaa)DE-He213 Azhari, Mojtaba verfasserin aut Enthalten in Mechanics of time-dependent materials Springer Netherlands, 1997 28(2022), 2 vom: 23. Nov., Seite 469-483 (DE-627)311009964 (DE-600)2003935-9 1573-2738 nnns volume:28 year:2022 number:2 day:23 month:11 pages:469-483 https://dx.doi.org/10.1007/s11043-022-09580-x X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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_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 51.32 VZ AR 28 2022 2 23 11 469-483 |
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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. 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on the viscoelastic instability of timoshenko viscoelastic beams and mindlin viscoelastic plates under compressive loads |
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On the viscoelastic instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates under compressive loads |
| abstract |
Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. Assuming constant bulk modulus, the constitutive equations are written based on the Boltzmann integral law. Solving an eigenvalue problem in the Laplace–Carson domain, the time responses of Timoshenko viscoelastic beams and Mindlin viscoelastic plates are formulated explicitly. Numerical results show that the viscoelastic critical load depends only on the material properties and is independent of the geometrical properties. Several numerical results are presented to study the effect of geometrical and material parameters on the time behavior of moderately thick viscoelastic plates. © The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstractGer |
Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. Assuming constant bulk modulus, the constitutive equations are written based on the Boltzmann integral law. Solving an eigenvalue problem in the Laplace–Carson domain, the time responses of Timoshenko viscoelastic beams and Mindlin viscoelastic plates are formulated explicitly. Numerical results show that the viscoelastic critical load depends only on the material properties and is independent of the geometrical properties. Several numerical results are presented to study the effect of geometrical and material parameters on the time behavior of moderately thick viscoelastic plates. © The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract This paper proposes the time-dependent instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates with different geometrical and material properties subjected to constant axial and inplane compressive loads, respectively. The goal of this study is to introduce a novel critical condition in which the transversal displacements diverge to infinity with time, while the applied compressive load is much smaller than the critical compressive load at time zero. Assuming constant bulk modulus, the constitutive equations are written based on the Boltzmann integral law. Solving an eigenvalue problem in the Laplace–Carson domain, the time responses of Timoshenko viscoelastic beams and Mindlin viscoelastic plates are formulated explicitly. Numerical results show that the viscoelastic critical load depends only on the material properties and is independent of the geometrical properties. Several numerical results are presented to study the effect of geometrical and material parameters on the time behavior of moderately thick viscoelastic plates. © The Author(s), under exclusive licence to Springer Nature B.V. 2022. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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On the viscoelastic instability of Timoshenko viscoelastic beams and Mindlin viscoelastic plates under compressive loads |
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| score |
7.399208 |