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Relationship Between Static and Dynamic Properties

Still another relationship between experimental parameters is a direct consequence of the Boltzmann superposition principle. We will derive the equations relating the shear stress relaxation modulus G(t) to the in-phase and out-of-phase dynamic shear moduli G oi) and G (co) starting from equation (2-46) [Pg.33]

Consider the application of a sinusoidal strain, which may be represented by [Pg.34]

It is apparent that equation (2-56) and equation (2-57) embody a Fourier sine and cosine transformation of G(t) thus normal Fourier transform8 methods [Pg.34]

APPENDIX 1 CONNECTING CREEP COMPLIANCE AND STRESS RELAXATION MODULUS USING LAPLACE TRANSFORMS [Pg.35]

At sufficiently low strains, the Boltzmann superposition principle allows us to express moduli and compliances in terms of one another even in the time-dependent case. We will derive these relationships directly from equations (2-45) and (2-46) with the aid of Laplace transforms. A short introduction or review of Laplace transform techniques will be presented first. [Pg.35]


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Dynamic properties

Property relationships

Static properties

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