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Obtained findings were processed to examine the structural behavior of such structures.
The low velocity impact behavior of such structures is investigated by experimentally and numerically.
In order to qualify the behavior of such structures, preliminary validation tests have to be done.
Until recently, physical modeling has been the principal approach in studying the flow pattern and behavior of such structures.
A complete representation of the nonlinear behavior of such structures involves the nonlinear equilibrium path of the body and handling of singular (limit) points and/or bifurcation points.
However, the analysis of the mechanical behavior of such structures represents a very challenging and attractive task to scientists and engineers because of their special geometrical shapes.
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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.
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.
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.
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