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Homepage>BS Standards>17 METROLOGY AND MEASUREMENT. PHYSICAL PHENOMENA>17.160 Vibrations, shock and vibration measurements>BS ISO 18437-4:2008 Mechanical vibration and shock. Characterization of the dynamic mechanical properties of visco-elastic materials Dynamic stiffness method
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immediate downloadReleased: 2008-11-30
BS ISO 18437-4:2008 Mechanical vibration and shock. Characterization of the dynamic mechanical properties of visco-elastic materials Dynamic stiffness method

BS ISO 18437-4:2008

Mechanical vibration and shock. Characterization of the dynamic mechanical properties of visco-elastic materials Dynamic stiffness method

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Standard number:BS ISO 18437-4:2008
Pages:32
Released:2008-11-30
ISBN:978 0 580 56645 5
Status:Standard
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BS ISO 18437-4:2008


This standard BS ISO 18437-4:2008 Mechanical vibration and shock. Characterization of the dynamic mechanical properties of visco-elastic materials is classified in these ICS categories:
  • 17.160 Vibrations, shock and vibration measurements

This part of ISO 18437 specifies a direct method for measuring the complex dynamic moduli of elasticity (the Young, shear and bulk moduli, and their respective loss factors corresponding to the tensile, shear and all compressive strains) for polymeric (rubbery and viscous polymers, as well as rigid plastics) materials over a wide frequency and temperature range. Measurements are performed by the dynamic stiffness method, which uses electric signals from sensors attached to a test piece. These signals are proportional to the dynamic forces acting on the test piece and the strains in the test piece due to the effect of these forces.

The measurement frequency range is determined by the size of test piece, the accuracy required on the dynamic modulus measurements, the relationship between the stiffness of the oscillation generator and the stiffness of the test piece, and by the resonance characteristics of the test fixture used.

The method presented in this part of ISO 18437 allows measurement under any static pre-load allowed for the test piece (including the test piece having the non-linear characteristics under different static loads), but under small dynamic (acoustic) strains, i.e., in limits where the linear properties of the test piece are not distorted. Depending on the pre-load conditions, the relation between the moduli is unique.