Micro-vibration suppression of equipment supported on a floor incorporating magneto-rheological elastomer core
In this study, magneto-rheological elastomers (MREs) are adopted to construct a smart sandwich beam for micro-vibration control of equipment. The micro-vibration response of a smart sandwich beam with MRE core which supports mass-concentrated equipment under stochastic support-motion excitations is...
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Veröffentlicht in: | Journal of sound and vibration 2011-08, Vol.330 (18), p.4369-4383 |
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description | In this study, magneto-rheological elastomers (MREs) are adopted to construct a smart sandwich beam for micro-vibration control of equipment. The micro-vibration response of a smart sandwich beam with MRE core which supports mass-concentrated equipment under stochastic support-motion excitations is investigated to evaluate the vibration suppression capability. The dynamic behavior of MREs as a smart viscoelastic material is characterized by a complex modulus dependent on vibration frequency and controllable by external magnetic fields. A frequency-domain solution method for the stochastic micro-vibration response of the smart sandwich beam supporting mass-concentrated equipment is developed based on the Galerkin method and random vibration theory. First, the displacements of the beam are expanded as series of spatial harmonic functions and the Galerkin method is applied to convert the partial differential equations of motion into ordinary differential equations. With these equations, the frequency-response function matrix of the beam–mass system and the expression of the velocity response spectrum are then obtained, with which the root-mean-square (rms) velocity response in terms of the one-third octave frequency band can be calculated. Finally, the optimization problem of the complex modulus of the MRE core is defined by minimizing the velocity response spectrum and the rms velocity response of the sandwich beam, through altering the applied magnetic fields. Numerical results are given to illustrate the influence of MRE parameters on the rms velocity response and the response reduction capacity of the smart sandwich beam. The proposed method is also applicable to response analysis of a sandwich beam with arbitrary core characterized by a complex shear modulus and subject to arbitrary stochastic excitations described by a power spectral density function, and is valid for a wide frequency range. |
doi_str_mv | 10.1016/j.jsv.2011.04.020 |
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The micro-vibration response of a smart sandwich beam with MRE core which supports mass-concentrated equipment under stochastic support-motion excitations is investigated to evaluate the vibration suppression capability. The dynamic behavior of MREs as a smart viscoelastic material is characterized by a complex modulus dependent on vibration frequency and controllable by external magnetic fields. A frequency-domain solution method for the stochastic micro-vibration response of the smart sandwich beam supporting mass-concentrated equipment is developed based on the Galerkin method and random vibration theory. First, the displacements of the beam are expanded as series of spatial harmonic functions and the Galerkin method is applied to convert the partial differential equations of motion into ordinary differential equations. With these equations, the frequency-response function matrix of the beam–mass system and the expression of the velocity response spectrum are then obtained, with which the root-mean-square (rms) velocity response in terms of the one-third octave frequency band can be calculated. Finally, the optimization problem of the complex modulus of the MRE core is defined by minimizing the velocity response spectrum and the rms velocity response of the sandwich beam, through altering the applied magnetic fields. Numerical results are given to illustrate the influence of MRE parameters on the rms velocity response and the response reduction capacity of the smart sandwich beam. The proposed method is also applicable to response analysis of a sandwich beam with arbitrary core characterized by a complex shear modulus and subject to arbitrary stochastic excitations described by a power spectral density function, and is valid for a wide frequency range.</description><identifier>ISSN: 0022-460X</identifier><identifier>EISSN: 1095-8568</identifier><identifier>DOI: 10.1016/j.jsv.2011.04.020</identifier><identifier>CODEN: JSVIAG</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Beams (radiation) ; Buildings ; Buildings. Public works ; Elastomers ; Exact sciences and technology ; External envelopes ; Floor. Ceiling ; Fundamental areas of phenomenology (including applications) ; Galerkin methods ; Industrial polymers. Preparations ; Instruments, apparatus, components and techniques common to several branches of physics and astronomy ; Magnetic fields ; Mathematical analysis ; Mathematical models ; Mechanical instruments, equipment and techniques ; Physics ; Polymer industry, paints, wood ; Solid mechanics ; Stochasticity ; Structural and continuum mechanics ; Technology of polymers ; Vibration ; Vibration isolation ; Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><ispartof>Journal of sound and vibration, 2011-08, Vol.330 (18), p.4369-4383</ispartof><rights>2011 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c392t-586c3cf6617fc9be2af1c30aba060dcb31a86a51b82bebb7a7d2babc1cb450493</citedby><cites>FETCH-LOGICAL-c392t-586c3cf6617fc9be2af1c30aba060dcb31a86a51b82bebb7a7d2babc1cb450493</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.jsv.2011.04.020$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>315,781,785,3551,27929,27930,46000</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=24276400$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Ni, Y.Q.</creatorcontrib><creatorcontrib>Ying, Z.G.</creatorcontrib><creatorcontrib>Chen, Z.H.</creatorcontrib><title>Micro-vibration suppression of equipment supported on a floor incorporating magneto-rheological elastomer core</title><title>Journal of sound and vibration</title><description>In this study, magneto-rheological elastomers (MREs) are adopted to construct a smart sandwich beam for micro-vibration control of equipment. The micro-vibration response of a smart sandwich beam with MRE core which supports mass-concentrated equipment under stochastic support-motion excitations is investigated to evaluate the vibration suppression capability. The dynamic behavior of MREs as a smart viscoelastic material is characterized by a complex modulus dependent on vibration frequency and controllable by external magnetic fields. A frequency-domain solution method for the stochastic micro-vibration response of the smart sandwich beam supporting mass-concentrated equipment is developed based on the Galerkin method and random vibration theory. First, the displacements of the beam are expanded as series of spatial harmonic functions and the Galerkin method is applied to convert the partial differential equations of motion into ordinary differential equations. With these equations, the frequency-response function matrix of the beam–mass system and the expression of the velocity response spectrum are then obtained, with which the root-mean-square (rms) velocity response in terms of the one-third octave frequency band can be calculated. Finally, the optimization problem of the complex modulus of the MRE core is defined by minimizing the velocity response spectrum and the rms velocity response of the sandwich beam, through altering the applied magnetic fields. Numerical results are given to illustrate the influence of MRE parameters on the rms velocity response and the response reduction capacity of the smart sandwich beam. The proposed method is also applicable to response analysis of a sandwich beam with arbitrary core characterized by a complex shear modulus and subject to arbitrary stochastic excitations described by a power spectral density function, and is valid for a wide frequency range.</description><subject>Applied sciences</subject><subject>Beams (radiation)</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>Elastomers</subject><subject>Exact sciences and technology</subject><subject>External envelopes</subject><subject>Floor. Ceiling</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Galerkin methods</subject><subject>Industrial polymers. Preparations</subject><subject>Instruments, apparatus, components and techniques common to several branches of physics and astronomy</subject><subject>Magnetic fields</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Mechanical instruments, equipment and techniques</subject><subject>Physics</subject><subject>Polymer industry, paints, wood</subject><subject>Solid mechanics</subject><subject>Stochasticity</subject><subject>Structural and continuum mechanics</subject><subject>Technology of polymers</subject><subject>Vibration</subject><subject>Vibration isolation</subject><subject>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><issn>0022-460X</issn><issn>1095-8568</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNp9kUFv1DAQhS0EUpfCD-gtFwSXhLHjOIk4oarQSkVcWombNXYmi1eJndrZlfj3OGzFsfJhLM_3xpr3GLviUHHg6vOhOqRTJYDzCmQFAl6xHYe-KbtGda_ZDkCIUir4dcHepnQAgF7Wcsf8D2djKE_ORFxd8EU6LkuklLZ7GAt6OrplJr_-a4S40lDkDhbjFEIsnLch5ues9ftixr2nNZTxN4Up7J3FqaAJ0xpmikUm6R17M-KU6P1zvWSP324erm_L-5_f766_3pe27sVaNp2ytR2V4u1oe0MCR25rQIOgYLCm5tgpbLjphCFjWmwHYdBYbo1sQPb1Jft4nrvE8HSktOrZJUvThJ7CMemu29avVZvJTy-SvFWC5yPqjPIzmh1LKdKol-hmjH80B72loA86p6C3FDRInVPImg_P4zFlO8aI3rr0XyikaJWEjfty5ii7cnIUdbKOvKXBRbKrHoJ74Ze_TMCgUA</recordid><startdate>20110801</startdate><enddate>20110801</enddate><creator>Ni, Y.Q.</creator><creator>Ying, Z.G.</creator><creator>Chen, Z.H.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20110801</creationdate><title>Micro-vibration suppression of equipment supported on a floor incorporating magneto-rheological elastomer core</title><author>Ni, Y.Q. ; Ying, Z.G. ; Chen, Z.H.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c392t-586c3cf6617fc9be2af1c30aba060dcb31a86a51b82bebb7a7d2babc1cb450493</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Applied sciences</topic><topic>Beams (radiation)</topic><topic>Buildings</topic><topic>Buildings. Public works</topic><topic>Elastomers</topic><topic>Exact sciences and technology</topic><topic>External envelopes</topic><topic>Floor. Ceiling</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Galerkin methods</topic><topic>Industrial polymers. Preparations</topic><topic>Instruments, apparatus, components and techniques common to several branches of physics and astronomy</topic><topic>Magnetic fields</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Mechanical instruments, equipment and techniques</topic><topic>Physics</topic><topic>Polymer industry, paints, wood</topic><topic>Solid mechanics</topic><topic>Stochasticity</topic><topic>Structural and continuum mechanics</topic><topic>Technology of polymers</topic><topic>Vibration</topic><topic>Vibration isolation</topic><topic>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ni, Y.Q.</creatorcontrib><creatorcontrib>Ying, Z.G.</creatorcontrib><creatorcontrib>Chen, Z.H.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of sound and vibration</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ni, Y.Q.</au><au>Ying, Z.G.</au><au>Chen, Z.H.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Micro-vibration suppression of equipment supported on a floor incorporating magneto-rheological elastomer core</atitle><jtitle>Journal of sound and vibration</jtitle><date>2011-08-01</date><risdate>2011</risdate><volume>330</volume><issue>18</issue><spage>4369</spage><epage>4383</epage><pages>4369-4383</pages><issn>0022-460X</issn><eissn>1095-8568</eissn><coden>JSVIAG</coden><abstract>In this study, magneto-rheological elastomers (MREs) are adopted to construct a smart sandwich beam for micro-vibration control of equipment. The micro-vibration response of a smart sandwich beam with MRE core which supports mass-concentrated equipment under stochastic support-motion excitations is investigated to evaluate the vibration suppression capability. The dynamic behavior of MREs as a smart viscoelastic material is characterized by a complex modulus dependent on vibration frequency and controllable by external magnetic fields. A frequency-domain solution method for the stochastic micro-vibration response of the smart sandwich beam supporting mass-concentrated equipment is developed based on the Galerkin method and random vibration theory. First, the displacements of the beam are expanded as series of spatial harmonic functions and the Galerkin method is applied to convert the partial differential equations of motion into ordinary differential equations. With these equations, the frequency-response function matrix of the beam–mass system and the expression of the velocity response spectrum are then obtained, with which the root-mean-square (rms) velocity response in terms of the one-third octave frequency band can be calculated. Finally, the optimization problem of the complex modulus of the MRE core is defined by minimizing the velocity response spectrum and the rms velocity response of the sandwich beam, through altering the applied magnetic fields. Numerical results are given to illustrate the influence of MRE parameters on the rms velocity response and the response reduction capacity of the smart sandwich beam. The proposed method is also applicable to response analysis of a sandwich beam with arbitrary core characterized by a complex shear modulus and subject to arbitrary stochastic excitations described by a power spectral density function, and is valid for a wide frequency range.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.jsv.2011.04.020</doi><tpages>15</tpages></addata></record> |
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subjects | Applied sciences Beams (radiation) Buildings Buildings. Public works Elastomers Exact sciences and technology External envelopes Floor. Ceiling Fundamental areas of phenomenology (including applications) Galerkin methods Industrial polymers. Preparations Instruments, apparatus, components and techniques common to several branches of physics and astronomy Magnetic fields Mathematical analysis Mathematical models Mechanical instruments, equipment and techniques Physics Polymer industry, paints, wood Solid mechanics Stochasticity Structural and continuum mechanics Technology of polymers Vibration Vibration isolation Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) |
title | Micro-vibration suppression of equipment supported on a floor incorporating magneto-rheological elastomer core |
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