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This paper deals with the influence of an external CFRP-reinforcement on the time dependent behaviour of flexural concrete beams.
Measured settlement data can be represented in a table or diagram that shows the time dependent behaviour of individual settlement points.
Generally speaking, the classification is based on the time dependent behaviour of the signals recorded during a transient of the system.
Absorbance transients were detected at λ = 450 nm for ring-alkylsubstituted anilines, showing the typical time dependent behaviour of an intermediate species.
Furthermore, creep and wear behaviour of these compositions were evaluated by means of nanoindentation tests to analyze time dependent behaviour of these composites.
The results of the back analysis suggest that the Modified Cam Clay model is able to predict the behaviour of the embankment but care is needed in parameter selection to account for anisotropy, destructuration and most significantly, time dependent behaviour.
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This allows a spectrum of time-dependent behaviour depending on the proportion of shear to extensional fractures, fluid viscosity, rate of overpressure generation, etc.
However, its time-dependent behaviour is undesirable in engineering applications.
The simulations show complex time-dependent behaviour in the disk, corona and wind.
During this period the specimens were monitored to collect information on their time-dependent behaviour.
However both asphalt binder and asphalt-aggregate mixture show temperature and time-dependent behaviour.
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