2015
DOI: 10.1007/s40430-015-0360-2
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An FEM-based method to evaluate and optimize vibration power flow through a beam-to-plate connection

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Cited by 13 publications
(4 citation statements)
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“…It is a powerful and advanced method to assess the VEF transmitted in structures by characterizing the magnitude and directions of vibration energy, which represents the VEF through an elastic medium per unit time and unit cross-sectional area. Its general expression combining the stresses with the particle velocities can be written as 29 I i ðtÞ ¼ Àσ ij ðtÞv j ðtÞ i,j ¼ 1; 2; 3 (1) where I i ðtÞ is the component of the instantaneous SI; σ ij ðtÞ is the component of the stress tensor at a point where i is the normal direction of the area and j is the direction of this variable; v j ðtÞ is the velocity in the j-direction at time t. For solid elements, the SI indicates the VEF at a given infinitesimal volume. Each of the solid element surfaces includes a direct stress in accordance with the normal direction of this surface and two shear stresses perpendicular to the normal stress and orthogonal to each other, as shown in Figure 1.…”
Section: Structural Intensity Methodsmentioning
confidence: 99%
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“…It is a powerful and advanced method to assess the VEF transmitted in structures by characterizing the magnitude and directions of vibration energy, which represents the VEF through an elastic medium per unit time and unit cross-sectional area. Its general expression combining the stresses with the particle velocities can be written as 29 I i ðtÞ ¼ Àσ ij ðtÞv j ðtÞ i,j ¼ 1; 2; 3 (1) where I i ðtÞ is the component of the instantaneous SI; σ ij ðtÞ is the component of the stress tensor at a point where i is the normal direction of the area and j is the direction of this variable; v j ðtÞ is the velocity in the j-direction at time t. For solid elements, the SI indicates the VEF at a given infinitesimal volume. Each of the solid element surfaces includes a direct stress in accordance with the normal direction of this surface and two shear stresses perpendicular to the normal stress and orthogonal to each other, as shown in Figure 1.…”
Section: Structural Intensity Methodsmentioning
confidence: 99%
“…There are two main groups of methods being usually considered for solving vibration control problems: passive control method (PCM) and active control method (ACM). 1 For passive and active vibration control, each one has its own advantages and disadvantages. The PCM is a simple approach which includes the use of dynamic vibration absorbers, barriers, viscous dampers, etc., to attenuate the interior vibration and noise.…”
Section: Introductionmentioning
confidence: 99%
“…Cassidy et al [24] proposed a general nonlinear control synthesis method for power flow constrained energy harvesters, which is analytically guaranteed to be superior to the optimal static admittance in the steady state random response. Silva et al [25] proposed a technique for evaluating and optimizing vibrational power flow involving beam-and-plate coupling. Varghese et al [26] applied the combined transient power flow balancing and acceleration matching techniques to detect and quantify the crack damage of beam structures at different positions.…”
Section: Introductionmentioning
confidence: 99%
“…Mandal et al 11 conducted an experimental investigation of a corrugated plate and the results have proved that the usage of a corrugated plate is effective in controlling flexural waves in the plate and accordingly reducing structure-born sound radiation due to increased rigidity. Silva et al 12 combined finite element concepts and algebraic computation to evaluate vibration power flow at the interface of a beam and a plate. The beam diameter was optimized to attenuate the plate vibration by minimizing the vibration power flow with the gradient algorithm.…”
Section: Introductionmentioning
confidence: 99%