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Simple constitutive material laws are considered for concrete and steel.
These constitutive material behaviours have been used for the model calculations.
Further, if present are those effects stable with respect to imperfections (geometry, constitutive material,...) ?
The technique employed an elasto-plastic constitutive material model for soil with Drucker Prager yield criterion.
There are different experimental techniques to determine the constitutive material behavior.
Notably, homogeneous isotropic constitutive material model calibrated by means of uniaxial testing well suited experimental results.
The analysis requirements are highlighted with particular emphasis to constitutive material models.
A unified viscoplastic constitutive material model with an incorporated damage variable was applied for lifetime assessment.
Based on the modelling, different mechanical behaviours have been assumed for the constitutive material.
The knowledge of the elastic configuration has a fundamental impact on the analysis of the intrinsic mechanical properties of the resonator and on all the considerations that can be done on the constitutive material.
The constitutive material model of type Chaboche considers both isotropic as well as kinematic hardening and isotropic damage.
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