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Otherwise, the material behavior is brittle in nature.
In the current study, bilinear Kinematic material behavior is used for bars.
This geometry-dependent, anisotropic material behavior is described in the following paper.
Material behavior is considered using a recently 3D thermodynamically consistent constitutive model available in literature.
An analytical model for the prediction of the observed material behavior is developed.
The testing results show that the material behavior is very strain-rate dependent.
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Isotropic elastic material behavior was assumed for the soil foundation.
The material behavior was simulated using finite element method.
The material behavior was described by a stress strain curve as presented in the experimental work.
Regarding the beam modeling, the wire-to-wire contacts and the elastoplastic material behavior are considered.
Inextensional deformation and perfect plastic material behavior were assumed in the derivation of deformation energy rate.
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