Abstract

Advanced Statistical Energy Analysis (ASEA) is used to predict vibration transmission across coupled beams which support multiple wave types up to high frequencies where Timoshenko theory is valid. Bending-longitudinal and bending-torsional models are considered for an L-junction and rectangular beam frame. Comparisons are made with measurements, Finite Element Methods (FEM) and Statistical Energy Analysis (SEA). When beams support at least two local modes for each wave type in a frequency band and the modal overlap factor is at least 0.1, measurements and FEM have relatively smooth curves. Agreement between measurements, FEM, and ASEA demonstrates that ASEA is able to predict high propagation losses which are not accounted for with SEA. These propagation losses tend to become more important at high frequencies with relatively high internal loss factors and can occur when there is more than one wave type. At such high frequencies, Timoshenko theory, rather than Euler-Bernoulli theory, is often required. Timoshenko theory is incorporated in ASEA and SEA using wave theory transmission coefficients derived assuming Euler-Bernoulli theory, but using Timoshenko group velocity when calculating coupling loss factors. The changeover between theories is appropriate above the frequency where there is a 26% difference between Euler-Bernoulli and Timoshenko group velocities.

Highlights

  • Many engineering structures are constructed from frameworks of beams for which prediction models are needed to determine vibration transmission for the purpose of noise control and to assess the exposure of sensitive equipment to high vibration levels when connected to the structure

  • This paper considers an isolated L-junction as well as a simple rectangular beam frame formed from four beams

  • To assess the validity of Advanced Statistical Energy Analysis (ASEA) with multiple wave types at high frequencies where Timoshenko bending theory is expected to be valid, CLFs are calculated using wave theory transmission coefficients based on Euler-Bernoulli theory but using Timoshenko group velocity

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Summary

Introduction

Many engineering structures are constructed from frameworks of beams for which prediction models are needed to determine vibration transmission for the purpose of noise control and to assess the exposure of sensitive equipment to high vibration levels when connected to the structure. Such prediction models are relevant to machinery that is directly connected to the beams and to lightweight structures where frameworks of beams support thin plates that form separating and/or flanking walls/floors to provide sound insulation between rooms.

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