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The performance of five commonly used vegetation indices as post-hurricane forest damage indicators was investigated through statistical analysis.
The treatment of the digital images obtained allows the separation of the damage indicators (efflorescences and sub-efflorescences) and lets us quantify the actual damaged stone surface.
The other damage indicators show consistent trends.
The relationship between the mesoscale damage indicators and the degradation morphology is identified.
From these vibration measurements, damage indicators are extracted in the modal, frequency, and time domains.
Curvature damage factor (CDF) of a tapered cantilever beam are used as damage indicators.
These damage indicators are found to be intrinsic to the ply.
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A time series algorithm is trained using "baseline" data to predict the vibration response, compare predictions to actual measurements collected on a potentially damaged structure, and calculate a user-defined damage indicator.
A damage indicator is implemented in the material model.
For illustration the cumulative plastic deformation ratio has been used as damage indicator.
The volume strain has been also measured as a damage indicator in the studied polymers.
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