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The wave propagation in a beam on a random elastic foundation
This paper presents a study of wave propagation in an infinite beam on a random Winkler foundation. The spatial variation of the foundation spring constant is modelled as a random field and the influence of the correlation length is studied. As it is impossible to determine the general stochastic Gr...
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Published in: | Probabilistic engineering mechanics 2007-04, Vol.22 (2), p.150-158 |
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creator | Schevenels, M. Lombaert, G. Degrande, G. Clouteau, D. |
description | This paper presents a study of wave propagation in an infinite beam on a random Winkler foundation. The spatial variation of the foundation spring constant is modelled as a random field and the influence of the correlation length is studied. As it is impossible to determine the general stochastic Green’s function, the configurational average of the Green’s function and its correlation function are considered. These functions are found through the transformation of the stochastic equation of motion into the Dyson equation for the mean or coherent field and the Bethe–Salpeter equation for the field correlation, as used in the study of wave propagation in random media. The approximate solutions of the Dyson and the Bethe–Salpeter equations are validated by means of a Monte Carlo simulation and compared with the results of a classical Neumann expansion method. Although both methods only involve the second order statistics of the random field, the approximation of the Dyson and the Bethe–Salpeter equations gives better results than the Neumann expansion, at the expense of a larger computational effort. Furthermore, the results show that a small spatial variation of the spring constant has an influence on the response if the correlation length and the wavelength have a similar order of magnitude, while the waves in the beam cannot resolve the spatial variation in the case where the correlation length is much smaller than the wavelength. |
doi_str_mv | 10.1016/j.probengmech.2006.09.003 |
format | article |
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The spatial variation of the foundation spring constant is modelled as a random field and the influence of the correlation length is studied. As it is impossible to determine the general stochastic Green’s function, the configurational average of the Green’s function and its correlation function are considered. These functions are found through the transformation of the stochastic equation of motion into the Dyson equation for the mean or coherent field and the Bethe–Salpeter equation for the field correlation, as used in the study of wave propagation in random media. The approximate solutions of the Dyson and the Bethe–Salpeter equations are validated by means of a Monte Carlo simulation and compared with the results of a classical Neumann expansion method. Although both methods only involve the second order statistics of the random field, the approximation of the Dyson and the Bethe–Salpeter equations gives better results than the Neumann expansion, at the expense of a larger computational effort. 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The spatial variation of the foundation spring constant is modelled as a random field and the influence of the correlation length is studied. As it is impossible to determine the general stochastic Green’s function, the configurational average of the Green’s function and its correlation function are considered. These functions are found through the transformation of the stochastic equation of motion into the Dyson equation for the mean or coherent field and the Bethe–Salpeter equation for the field correlation, as used in the study of wave propagation in random media. The approximate solutions of the Dyson and the Bethe–Salpeter equations are validated by means of a Monte Carlo simulation and compared with the results of a classical Neumann expansion method. Although both methods only involve the second order statistics of the random field, the approximation of the Dyson and the Bethe–Salpeter equations gives better results than the Neumann expansion, at the expense of a larger computational effort. Furthermore, the results show that a small spatial variation of the spring constant has an influence on the response if the correlation length and the wavelength have a similar order of magnitude, while the waves in the beam cannot resolve the spatial variation in the case where the correlation length is much smaller than the wavelength.</description><subject>Bethe–Salpeter equation</subject><subject>Dyson equation</subject><subject>Exact sciences and technology</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Green’s functions</subject><subject>Monte Carlo simulation</subject><subject>Neumann expansion</subject><subject>Physics</subject><subject>Random wave propagation</subject><subject>Solid mechanics</subject><subject>Static elasticity (thermoelasticity...)</subject><subject>Structural and continuum mechanics</subject><subject>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><issn>0266-8920</issn><issn>1878-4275</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNqNkDlPAzEQhS0EEiHwH5YCul3Ge_goKFDEJUWiCbXl9Y4TR3sEexPEv8chkaCkmim-eW_eI-SaQkaBsrt1tvFDjf2yQ7PKcgCWgcwAihMyoYKLtMx5dUomkDOWCpnDObkIYQ1AOS3lhNwvVph86h0mUWejl3p0Q5-4PtFJjbpLhv3mdd8MXYKtDqMziR22ffMDXpIzq9uAV8c5Je9Pj4vZSzp_e36dPcxTUxbFmJqqsahlyTmWiJRHdwa8shSwoI3kDRptJXLLSqgLo3nNuRAgCl5LsFIXU3J70I1PfmwxjKpzwWDb6h6HbVC5lIyJSkZQHkDjhxA8WrXxrtP-S1FQ-8LUWv0pTO0LUyBVLCze3hxNdDC6tTG1ceFXQPC8YlUVudmBw5h459CrYBz2Bhvn0YyqGdw_3L4BLf6G6w</recordid><startdate>20070401</startdate><enddate>20070401</enddate><creator>Schevenels, M.</creator><creator>Lombaert, G.</creator><creator>Degrande, G.</creator><creator>Clouteau, D.</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>20070401</creationdate><title>The wave propagation in a beam on a random elastic foundation</title><author>Schevenels, M. ; Lombaert, G. ; Degrande, G. ; Clouteau, D.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c433t-c5dfea9477e4ee170016075f10e31d97decaf9e7f640b3ca7b77880837b90f9a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>Bethe–Salpeter equation</topic><topic>Dyson equation</topic><topic>Exact sciences and technology</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Green’s functions</topic><topic>Monte Carlo simulation</topic><topic>Neumann expansion</topic><topic>Physics</topic><topic>Random wave propagation</topic><topic>Solid mechanics</topic><topic>Static elasticity (thermoelasticity...)</topic><topic>Structural and continuum mechanics</topic><topic>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Schevenels, M.</creatorcontrib><creatorcontrib>Lombaert, G.</creatorcontrib><creatorcontrib>Degrande, G.</creatorcontrib><creatorcontrib>Clouteau, D.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Probabilistic engineering mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Schevenels, M.</au><au>Lombaert, G.</au><au>Degrande, G.</au><au>Clouteau, D.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>The wave propagation in a beam on a random elastic foundation</atitle><jtitle>Probabilistic engineering mechanics</jtitle><date>2007-04-01</date><risdate>2007</risdate><volume>22</volume><issue>2</issue><spage>150</spage><epage>158</epage><pages>150-158</pages><issn>0266-8920</issn><eissn>1878-4275</eissn><abstract>This paper presents a study of wave propagation in an infinite beam on a random Winkler foundation. The spatial variation of the foundation spring constant is modelled as a random field and the influence of the correlation length is studied. As it is impossible to determine the general stochastic Green’s function, the configurational average of the Green’s function and its correlation function are considered. These functions are found through the transformation of the stochastic equation of motion into the Dyson equation for the mean or coherent field and the Bethe–Salpeter equation for the field correlation, as used in the study of wave propagation in random media. The approximate solutions of the Dyson and the Bethe–Salpeter equations are validated by means of a Monte Carlo simulation and compared with the results of a classical Neumann expansion method. Although both methods only involve the second order statistics of the random field, the approximation of the Dyson and the Bethe–Salpeter equations gives better results than the Neumann expansion, at the expense of a larger computational effort. Furthermore, the results show that a small spatial variation of the spring constant has an influence on the response if the correlation length and the wavelength have a similar order of magnitude, while the waves in the beam cannot resolve the spatial variation in the case where the correlation length is much smaller than the wavelength.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.probengmech.2006.09.003</doi><tpages>9</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Bethe–Salpeter equation Dyson equation Exact sciences and technology Fundamental areas of phenomenology (including applications) Green’s functions Monte Carlo simulation Neumann expansion Physics Random wave propagation Solid mechanics Static elasticity (thermoelasticity...) Structural and continuum mechanics Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) |
title | The wave propagation in a beam on a random elastic foundation |
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