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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.
At these temperatures also the uniaxial and biaxial-planar isothermal material behavior was studied.
The effect of strain gradient on the material behavior was discussed in terms of its relationship with the density of GNDs.
In order to determine the pre-bending radius, material behavior was analyzed to figure out the reason for the cross-section shrinkage.
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Otherwise, the material behavior is brittle in nature.
In the current study, bilinear Kinematic material behavior is used for bars.
Regarding the beam modeling, the wire-to-wire contacts and the elastoplastic material behavior are considered.
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.
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