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The behavior of such structure could be utilized to design a pillar PC with stronger structural stability and to enlarge band gaps.
Hence, to develop a mathematical model that can correctly predict the dynamic behavior of such structure is of importance.
We acquired the modal properties to understand the dynamic behavior of such structure, so to obtain information about the distribution of mass, stiffness, and damping.
Our goal is to obtain qualitative understandings of the unique dynamic behavior of such structure with crack, i.e., the occurrence of vibration localization and its level.
The dynamic behavior of such structure is influenced by vibrations that can be caused by external factors, such as vibrations carried by the tensile test machine, "cold-welding" effect (typically at ultra-low temperatures) or internal factors arising from the plastic instability of testing materials.
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Obtained findings were processed to examine the structural behavior of such structures.
In order to qualify the behavior of such structures, preliminary validation tests have to be done.
The low velocity impact behavior of such structures is investigated by experimentally and numerically.
Until recently, physical modeling has been the principal approach in studying the flow pattern and behavior of such structures.
The behavior of such structures is determined by the interference of light that leads to decreased reflectance and enhanced fluorescence at certain directions of observation.
The ENZ and ENP resonances, therefore, do not appear in the multilayer extinction spectrum due to the characteristically higher reflection from increased metallic behavior of such structures.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com