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Viscoelasticity model implies time dependent material properties.
Numerous factors can lead to transverse deck cracking in highway bridges including time dependent material properties, restraints, casting sequence, formwork, and environmental factors.
A diffusion-based coupled oxidation, intergranular damage and multisite randomised crack growth model for environmentally assisted oxidation/carburisation and creep time dependent material is proposed.
Therefore, construction stages and time dependent material properties should be considered in the analysis to obtain the reliable and healthy results.
Present paper introduces a phenomenological constitutive model (SBZ-model) that can be formulated for the surface hardness of concrete as a time dependent material property.
This technique incorporates the effects of (i) construction sequence and concrete levelling (ii) stress relaxation of concrete due to the presence of the steel tube (iii) time dependent material properties and (iv) effects of belt and outrigger systems.
Similar(53)
Modelling of the time-dependent material response is also included.
In this state, the suspensions behave as viscoplastic materials with time-dependent material properties.
An integral formulation of the functional is used to depict the time-dependent material behavior.
Time temperature equivalence is a phenomenon common to many time-dependent material systems.
Another view is taken on the time-dependent material behaviour of shotcrete and its adaptation to the convergence confinement method.
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