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Regarding the beam modeling, the wire-to-wire contacts and the elastoplastic material behavior are considered.
Anisotropic work-hardening and rate-sensitivity of the material behavior are assumed.
The system instability and local material behavior are presented as two different failure mechanisms for forming limits and ductile fracture.
The biophysical properties of ELPs that lend them their unique material behavior are similar to the properties of many intrinsically disordered proteins (IDP).
In the theory of cohesive powders, distinct changes in material behavior are seen once the bond number exceeds unity, in general, with the material acting more and more as a solid as bond number increases.
Among other phenomena, the coefficients describing the linear material behavior are known to change when the state of polarization is altered.
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Isotropic elastic material behavior was assumed for the soil foundation.
Otherwise, the material behavior is brittle in nature.
The material behavior was simulated using finite element method.
In the current study, bilinear Kinematic material behavior is used for bars.
The material behavior was described by a stress strain curve as presented in the experimental work.
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