Finite-difference time-domain analysis of structure-borne sound using a plate model based on the Kirchhoff-Love plate theory

A vibroacoustic numerical method employing an implicit finite-difference time-domain (FDTD) method, in which the target architecture is modeled as a composition of two-dimensional plate elements, is proposed in this paper. While structure-borne sound is a difficult phenomenon to predict owing to the complexity of the vibration mechanism on the building structure, wave-based numerical techniques may enable its accurate prediction by virtue of their flexibility from the viewpoint of modeling the object. However, with the current PC performance, prediction for a large-scale problem is still difficult. To solve such a problem, we model the target structure as a composition of plate elements to reduce the simulated field to two dimensions, in contrast to the discretization of the field into three-dimensional solid elements. This results in memorysaving and faster simulation. In this paper, the basic theory of vibroacoustic analysis for a model with plate elements is described, and the results of a case study for a box-type structure are discussed.

[1]  Terry D. Scharton,et al.  Transmission of Sound and Vibration to a Shroud‐Enclosed Spacecraft , 1966 .

[2]  Kyoji Fujiwara,et al.  Analysis of the structure-borne sound in an existing building by the SEA method , 1990 .

[3]  A. Taflove,et al.  Numerical Solution of Steady-State Electromagnetic Scattering Problems Using the Time-Dependent Maxwell's Equations , 1975 .

[4]  Kyoji Fujiwara Numerical study on the structure-borne sound propagation through the junctions with blocking-masses , 1983 .

[5]  Masahiro Toyoda,et al.  Prediction for architectural structure-borne sound by the finite-difference time-domain method , 2009 .

[6]  Mohan D Rao,et al.  Estimation of frequency-averaged loss factors by the power injection and the impulse response decay methods. , 2005, The Journal of the Acoustical Society of America.

[7]  E. Reissner The effect of transverse shear deformation on the bending of elastic plates , 1945 .

[8]  Barry Gibbs,et al.  The use of power flow methods for the assessment of sound transmission in building structures , 1976 .

[9]  T. Namiki,et al.  Investigation of numerical errors of the two-dimensional ADI-FDTD method [for Maxwell's equations solution] , 2000 .

[10]  Masahiro Toyoda,et al.  ANALYSIS OF WAVE PROPAGATION IN BUILDING STRUCTURES AND SOUND RADIATION , 2008 .

[11]  Richard H. Lyon Statistical energy analysis of dynamical systems : theory and applications , 2003 .

[12]  Shinichi Sakamoto,et al.  Phase-error analysis of high-order finite difference time domain scheme and its influence on calculation results of impulse response in closed sound field , 2007 .

[13]  Nicole Kessissoglou,et al.  Power transmission in L-shaped plates including flexural and in-plane vibration , 2004 .

[14]  R. D. Mindlin,et al.  Influence of rotary inertia and shear on flexural motions of isotropic, elastic plates , 1951 .

[15]  E. T. Paris D.Sc.,et al.  L.On the coefficient of sound-absorption measured by the reverberation method , 1928 .