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The SSD is then observed with a microscope and measured for damage dimensions.
Cromer et al. (2012) studied the effect of multiple non-coincident impacts on compression-after-impact (CAI) properties of glass/epoxy laminates and offered a FE model to predict residual flexural strength based on the apparent modulus and damage dimensions.
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The damage dimension is seems to be high in the backside of the composite materials compared to the front side.
These two attributes can be measured from the three dimensions, including exposure (the intensity or number of times a community is hit by earthquake), damage (property damage), and recovery (population return) (Li 2011; Lam et al. 2015a).
Experimental results are presented from tests on cantilevered aluminum beams damaged at different locations and with damage of different dimensions.
Based on this theory, new criteria for diagnosis of the film spallation were established, which could determine the degree of damage and the dimensions of damage quantitatively, such as the minimum width of delamination radius and the film thickness.
This paper presents a comprehensive model for the prediction of the process of steel reinforcement corrosion and concrete damage in two dimensions.
To explore concepts of damage development, 2 dimensions are thought to be sufficient.
Inheriting the attributes of localized canvassing using high-order spatial derivatives this approach has proven effectiveness in quantitatively characterizing damage of small dimension, regardless of its number and type.
Damage areas, in-plane dimensions, dent depths were measured and relationships among the three parameters were determined by plane surface function.
An experimental study on the axial compressive failure of cylindrical unidirectional (UD) carbon fibre-epoxy rods has been performed to better understand kink bands and the relevant damage mechanisms in three dimensions (3D).
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