Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper
Abstract This paper presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic n...
Ausführliche Beschreibung
Autor*in: |
Liu, Yuhao [verfasserIn] Dai, Wei [verfasserIn] Shi, Baiyang [verfasserIn] Chronopoulos, Dimitrios [verfasserIn] Yang, Jian [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2024 |
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Anmerkung: |
© The Author(s), under exclusive licence to Springer Nature B.V. 2024. 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: Nonlinear dynamics - Springer Netherlands, 1990, 112(2024), 14 vom: 03. Juni, Seite 11765-11783 |
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Übergeordnetes Werk: |
volume:112 ; year:2024 ; number:14 ; day:03 ; month:06 ; pages:11765-11783 |
Links: |
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DOI / URN: |
10.1007/s11071-024-09664-y |
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Katalog-ID: |
SPR056383908 |
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520 | |a Abstract This paper presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. The time-averaged vibrational power is calculated to show the total input power and power dissipated by each element. The results indicate that the friction damper participates in the energy dissipation in the frequency band around the resonance frequency, thereby enabling high-amplitude vibration filtering. The vibration power flow analysis shows that the normal force for the friction element can be designed to reduce vibration transfer. These results confirm that such friction dampers have the potential to be designed to be adjustable and meet different vibration control objectives. | ||
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650 | 4 | |a Wave transmittance |7 (dpeaa)DE-He213 | |
700 | 1 | |a Dai, Wei |e verfasserin |4 aut | |
700 | 1 | |a Shi, Baiyang |e verfasserin |4 aut | |
700 | 1 | |a Chronopoulos, Dimitrios |e verfasserin |4 aut | |
700 | 1 | |a Yang, Jian |e verfasserin |0 (orcid)0000-0003-4255-9622 |4 aut | |
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10.1007/s11071-024-09664-y doi (DE-627)SPR056383908 (SPR)s11071-024-09664-y-e DE-627 ger DE-627 rakwb eng 510 VZ 30.20 bkl Liu, Yuhao verfasserin aut Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2024. 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 presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. The time-averaged vibrational power is calculated to show the total input power and power dissipated by each element. The results indicate that the friction damper participates in the energy dissipation in the frequency band around the resonance frequency, thereby enabling high-amplitude vibration filtering. The vibration power flow analysis shows that the normal force for the friction element can be designed to reduce vibration transfer. These results confirm that such friction dampers have the potential to be designed to be adjustable and meet different vibration control objectives. Dry friction damper (dpeaa)DE-He213 Hysteresis (dpeaa)DE-He213 Vibration suppression (dpeaa)DE-He213 Power flow analysis (dpeaa)DE-He213 Wave transmittance (dpeaa)DE-He213 Dai, Wei verfasserin aut Shi, Baiyang verfasserin aut Chronopoulos, Dimitrios verfasserin aut Yang, Jian verfasserin (orcid)0000-0003-4255-9622 aut Enthalten in Nonlinear dynamics Springer Netherlands, 1990 112(2024), 14 vom: 03. Juni, Seite 11765-11783 (DE-627)315297034 (DE-600)2012600-1 1573-269X nnns volume:112 year:2024 number:14 day:03 month:06 pages:11765-11783 https://dx.doi.org/10.1007/s11071-024-09664-y X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER SSG-OPC-MAT 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_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 30.20 VZ AR 112 2024 14 03 06 11765-11783 |
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10.1007/s11071-024-09664-y doi (DE-627)SPR056383908 (SPR)s11071-024-09664-y-e DE-627 ger DE-627 rakwb eng 510 VZ 30.20 bkl Liu, Yuhao verfasserin aut Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2024. 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 presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. The time-averaged vibrational power is calculated to show the total input power and power dissipated by each element. The results indicate that the friction damper participates in the energy dissipation in the frequency band around the resonance frequency, thereby enabling high-amplitude vibration filtering. The vibration power flow analysis shows that the normal force for the friction element can be designed to reduce vibration transfer. These results confirm that such friction dampers have the potential to be designed to be adjustable and meet different vibration control objectives. Dry friction damper (dpeaa)DE-He213 Hysteresis (dpeaa)DE-He213 Vibration suppression (dpeaa)DE-He213 Power flow analysis (dpeaa)DE-He213 Wave transmittance (dpeaa)DE-He213 Dai, Wei verfasserin aut Shi, Baiyang verfasserin aut Chronopoulos, Dimitrios verfasserin aut Yang, Jian verfasserin (orcid)0000-0003-4255-9622 aut Enthalten in Nonlinear dynamics Springer Netherlands, 1990 112(2024), 14 vom: 03. Juni, Seite 11765-11783 (DE-627)315297034 (DE-600)2012600-1 1573-269X nnns volume:112 year:2024 number:14 day:03 month:06 pages:11765-11783 https://dx.doi.org/10.1007/s11071-024-09664-y X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER SSG-OPC-MAT 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_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 30.20 VZ AR 112 2024 14 03 06 11765-11783 |
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10.1007/s11071-024-09664-y doi (DE-627)SPR056383908 (SPR)s11071-024-09664-y-e DE-627 ger DE-627 rakwb eng 510 VZ 30.20 bkl Liu, Yuhao verfasserin aut Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2024. 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 presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. The time-averaged vibrational power is calculated to show the total input power and power dissipated by each element. The results indicate that the friction damper participates in the energy dissipation in the frequency band around the resonance frequency, thereby enabling high-amplitude vibration filtering. The vibration power flow analysis shows that the normal force for the friction element can be designed to reduce vibration transfer. These results confirm that such friction dampers have the potential to be designed to be adjustable and meet different vibration control objectives. Dry friction damper (dpeaa)DE-He213 Hysteresis (dpeaa)DE-He213 Vibration suppression (dpeaa)DE-He213 Power flow analysis (dpeaa)DE-He213 Wave transmittance (dpeaa)DE-He213 Dai, Wei verfasserin aut Shi, Baiyang verfasserin aut Chronopoulos, Dimitrios verfasserin aut Yang, Jian verfasserin (orcid)0000-0003-4255-9622 aut Enthalten in Nonlinear dynamics Springer Netherlands, 1990 112(2024), 14 vom: 03. Juni, Seite 11765-11783 (DE-627)315297034 (DE-600)2012600-1 1573-269X nnns volume:112 year:2024 number:14 day:03 month:06 pages:11765-11783 https://dx.doi.org/10.1007/s11071-024-09664-y X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER SSG-OPC-MAT 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_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 30.20 VZ AR 112 2024 14 03 06 11765-11783 |
allfieldsGer |
10.1007/s11071-024-09664-y doi (DE-627)SPR056383908 (SPR)s11071-024-09664-y-e DE-627 ger DE-627 rakwb eng 510 VZ 30.20 bkl Liu, Yuhao verfasserin aut Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2024. 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 presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. The time-averaged vibrational power is calculated to show the total input power and power dissipated by each element. The results indicate that the friction damper participates in the energy dissipation in the frequency band around the resonance frequency, thereby enabling high-amplitude vibration filtering. The vibration power flow analysis shows that the normal force for the friction element can be designed to reduce vibration transfer. These results confirm that such friction dampers have the potential to be designed to be adjustable and meet different vibration control objectives. Dry friction damper (dpeaa)DE-He213 Hysteresis (dpeaa)DE-He213 Vibration suppression (dpeaa)DE-He213 Power flow analysis (dpeaa)DE-He213 Wave transmittance (dpeaa)DE-He213 Dai, Wei verfasserin aut Shi, Baiyang verfasserin aut Chronopoulos, Dimitrios verfasserin aut Yang, Jian verfasserin (orcid)0000-0003-4255-9622 aut Enthalten in Nonlinear dynamics Springer Netherlands, 1990 112(2024), 14 vom: 03. Juni, Seite 11765-11783 (DE-627)315297034 (DE-600)2012600-1 1573-269X nnns volume:112 year:2024 number:14 day:03 month:06 pages:11765-11783 https://dx.doi.org/10.1007/s11071-024-09664-y X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER SSG-OPC-MAT 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_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 30.20 VZ AR 112 2024 14 03 06 11765-11783 |
allfieldsSound |
10.1007/s11071-024-09664-y doi (DE-627)SPR056383908 (SPR)s11071-024-09664-y-e DE-627 ger DE-627 rakwb eng 510 VZ 30.20 bkl Liu, Yuhao verfasserin aut Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2024. 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 presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. The time-averaged vibrational power is calculated to show the total input power and power dissipated by each element. The results indicate that the friction damper participates in the energy dissipation in the frequency band around the resonance frequency, thereby enabling high-amplitude vibration filtering. The vibration power flow analysis shows that the normal force for the friction element can be designed to reduce vibration transfer. These results confirm that such friction dampers have the potential to be designed to be adjustable and meet different vibration control objectives. Dry friction damper (dpeaa)DE-He213 Hysteresis (dpeaa)DE-He213 Vibration suppression (dpeaa)DE-He213 Power flow analysis (dpeaa)DE-He213 Wave transmittance (dpeaa)DE-He213 Dai, Wei verfasserin aut Shi, Baiyang verfasserin aut Chronopoulos, Dimitrios verfasserin aut Yang, Jian verfasserin (orcid)0000-0003-4255-9622 aut Enthalten in Nonlinear dynamics Springer Netherlands, 1990 112(2024), 14 vom: 03. Juni, Seite 11765-11783 (DE-627)315297034 (DE-600)2012600-1 1573-269X nnns volume:112 year:2024 number:14 day:03 month:06 pages:11765-11783 https://dx.doi.org/10.1007/s11071-024-09664-y X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER SSG-OPC-MAT 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_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 30.20 VZ AR 112 2024 14 03 06 11765-11783 |
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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 presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. 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Liu, Yuhao |
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Liu, Yuhao ddc 510 bkl 30.20 misc Dry friction damper misc Hysteresis misc Vibration suppression misc Power flow analysis misc Wave transmittance Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper |
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510 VZ 30.20 bkl Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper Dry friction damper (dpeaa)DE-He213 Hysteresis (dpeaa)DE-He213 Vibration suppression (dpeaa)DE-He213 Power flow analysis (dpeaa)DE-He213 Wave transmittance (dpeaa)DE-He213 |
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enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper |
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Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper |
abstract |
Abstract This paper presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. The time-averaged vibrational power is calculated to show the total input power and power dissipated by each element. The results indicate that the friction damper participates in the energy dissipation in the frequency band around the resonance frequency, thereby enabling high-amplitude vibration filtering. The vibration power flow analysis shows that the normal force for the friction element can be designed to reduce vibration transfer. These results confirm that such friction dampers have the potential to be designed to be adjustable and meet different vibration control objectives. © The Author(s), under exclusive licence to Springer Nature B.V. 2024. 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 presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. The time-averaged vibrational power is calculated to show the total input power and power dissipated by each element. The results indicate that the friction damper participates in the energy dissipation in the frequency band around the resonance frequency, thereby enabling high-amplitude vibration filtering. The vibration power flow analysis shows that the normal force for the friction element can be designed to reduce vibration transfer. These results confirm that such friction dampers have the potential to be designed to be adjustable and meet different vibration control objectives. © The Author(s), under exclusive licence to Springer Nature B.V. 2024. 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 presents coupled structures based on a nonlinear hysteresis friction damper subjected to harmonic forces for vibration suppression. The steady-state responses of the structures are obtained by the Runge–Kutta method and the harmonic balance method, which describe the hysteretic nonlinearity of friction dampers and exhibit their attenuation performance. The forced response is well controlled by the normal force applied to the friction damper, and the amplitude and frequency of the resonance peaks can be varied within a certain range by changing force magnitude. The time-averaged vibrational power is calculated to show the total input power and power dissipated by each element. The results indicate that the friction damper participates in the energy dissipation in the frequency band around the resonance frequency, thereby enabling high-amplitude vibration filtering. The vibration power flow analysis shows that the normal force for the friction element can be designed to reduce vibration transfer. These results confirm that such friction dampers have the potential to be designed to be adjustable and meet different vibration control objectives. © The Author(s), under exclusive licence to Springer Nature B.V. 2024. 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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14 |
title_short |
Enhanced suppression of vibration response and energy transfer by using nonlinear hysteresis friction damper |
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https://dx.doi.org/10.1007/s11071-024-09664-y |
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Dai, Wei Shi, Baiyang Chronopoulos, Dimitrios Yang, Jian |
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Dai, Wei Shi, Baiyang Chronopoulos, Dimitrios Yang, Jian |
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10.1007/s11071-024-09664-y |
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2024-07-03T22:04:11.597Z |
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score |
7.397564 |