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Sánchez-Sesma and Campillo (2006) showed that it is possible to retrieve the Green's function of dynamic elasticity in an elastic space averaging cross-correlations of a diffuse field.
This can be formulated in terms of diffraction of elastic waves and then the indirect boundary element method (IBEM) for dynamic elasticity is used.
This, the linear response is first compared with the closed-form linear dynamic elasticity solution.
It is shown that the linear EHSAPT yields an identical response to the dynamic elasticity analysis.
Network formation was confirmed as a significant increase in dynamic elasticity was observed after exposure to the UV light.
The transient axisymmetric response of thick multilayered plates is considered from a dynamic elasticity point of view.
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The static and dynamic elasticities were in agreement at the low surface concentrations but showed some differences at higher concentrations.
As this would involve a constant shift, not performing a static-to-dynamic elasticity conversion will not effect the main conclusions of this paper.
Given that we are considering simple models, we choose not to perform a static-to-dynamic elasticity conversion (e.g., Angus et al. 2011) as would typically be done for field studies (e.g., He et al. 2016a).
In addition, infrastructure level mechanisms are proposed to provide dynamic resource elasticity for CBIHCS.
With continuous monitoring of each concrete specimen, corrosion depth, mass loss, and dynamic modulus elasticity loss were calculated.
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