Abstract

This paper presents an investigation of the force transmission from a rigid body mounting system to a flexible foundation with light and heavy fluid loading under the force and moment excitation. The analytical expression has been derived in which the flexible foundation effects are incorporated into a revised system stiffness matrix that is derived from the receptance matrix at mounting points. A typical case with a thin infinite plate as the foundation has been studied with the point and transfer receptances theoretically and numerically analysed in the case of light and heavy fluid loading. The results show that, compared with the rigid foundation, the force transmission is reduced and system natural frequencies are shifted. The detailed analysis demonstrates that the force reduction and frequency shifting are more obvious at low frequencies where the receptance value is significant. The study is also carried out to compare the transfer receptances from different waves in plate as it couples with water with the objective to simplify the calculation of receptance. It is found that, in the low frequency and after a short distance from driving point, the transfer receptance calculation for the heavy fluid loading can be simplified by only accounting the contribution from free wave which may easily be evaluated from the point receptance in air. It implies the plate response under heavy fluid loading could be directly derived from that with light fluid loading.

Highlights

  • Vibration isolation of a rigid body is a basic engineering problem encountered in many areas

  • The elastic foundation effects in his study were expressed as a revised stiffness matrix which was derived from the finite element stiffness matrix of the foundation

  • The elastic foundation effects are derived from the receptance matrix at mounting points rather than the FEM stiffness matrix of the foundation. This receptance matrix can be directly obtained either from analytical solution for simple structure, or from finite element analysis and experiment for complex structure even with heavy fluid loading. This implies that the force transmission of a rigid body mounting system coupled with a flexible foundation and fluids can be investigated in detail as long as the mounting receptance or mobility is provided

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Summary

Introduction

Vibration isolation of a rigid body is a basic engineering problem encountered in many areas. The elastic foundation effects are derived from the receptance matrix at mounting points rather than the FEM stiffness matrix of the foundation This receptance matrix can be directly obtained either from analytical solution for simple structure, or from finite element analysis and experiment for complex structure even with heavy fluid loading. This implies that the force transmission of a rigid body mounting system coupled with a flexible foundation and fluids can be investigated in detail as long as the mounting receptance or mobility is provided. The detailed investigation is carried out for the analysis of how receptance values from different waves in plate affect the force transmission and frequencies shifting

Basic equations for a rigid body mounting system with rigid foundation
Equations with flexible foundation
Receptance of an infinite plate subject to light and heavy fluid loading
Simplification of receptance matrix
Receptance matrix of mounting system with light fluid loading
Receptance matrix of mounting system with heavy fluid loading
Case study
Effects of mounting receptance with light fluid loading
Effects of mounting receptances from different waves with heavy fluid loading
Conclusion
Full Text
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