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Exact(9)
On the other hand, the elastic-perfectly plastic behavior is assumed for the reinforcing steel bars.
Furthermore, isotropic elasto-plastic behavior is assumed for the neat matrix region at the meso-scale.
Since bulk silicon shows an orthotropic behavior with equivalent directions along < 100 >, a similar behavior is assumed for the RVE.
Von Kàrmàn non-linear strain displacement relations are used and ideal linear behavior is assumed for the piezoelectric actuation.
A rigid-plastic behavior with a Mohr Coulomb yield criterion is considered for the concrete and a uniaxial rigid-plastic behavior is assumed for the reinforcement bars.
An equivalent linear behavior is assumed for the soil by introducing reduced mechanical properties consistent with the level of ground shaking for the free-field soil.
Similar(50)
Isotropic elastic material behavior was assumed for the soil foundation.
For example, an increase of 5% in risk behavior is assumed after 2006 for P1.
The reason for this behavior is assumed to be point defects in the film, a consequence of the deposition method.
For the first loading, elastic behavior is assumed if the stress was not beyond 0.9 f y and then unloading.
Volumetric behavior is assumed linearly elastic.
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