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The study presented here is based on full-field measurements to characterize the behavior of thin elements of a standardized beam.
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A series of quasi-static axial compression experiments were carried out on 2 × 2 thin-walled semi-ellipsoidal shell, the compression deformation and yield behavior of thin wall semi-ellipsoidal shells with different materials, diameters and wall thicknesses were studied by means of ANSYS/LS-DYNA finite element simulation and experiment.
To study the mechanical behavior of thin films, specific test rigs must be developed.
The accurate results of the numerical simulation show that the finite element analysis can be used to predict ultimate loads of thin-walled members including the post-buckling behavior of thin-walled sections.
The accurate results of the numerical simulations show that finite element analysis can be used to predict the ultimate loads of thin-walled members including the post-buckling behavior of thin-walled sections in shear and combined bending and shear.
Hierarchy greatly enhances anti-crushing behavior of thin-walled tubular structures.
Hierarchical structures greatly enhance the anti-crushing behavior of thin-walled tubular structures.
Major efforts were concentrated on studying the behavior of thin-wall tubes.
The relaxation behaviors of thin polymer films show a strong dependence on temperature and film thickness.
Attention will be paid to the connection of thin walled elements.
Electrical equivalent circuits with impedance elements modeling the electromechanical behavior of a thin plate with piezoelectric actuators are presented.
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