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In a drift-flux model, slip between phases is considered.
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There are several researchers that have modeled bond slip between FRP and concrete.
Although the fiber beam-column model neglects the slip between the steel beam and concrete slab, there are essentially no effects on the global calculation results of steel concrete composite frames.
In these models, the relative slip between concrete and reinforcement is evaluated by using a double node.
The other is a more complex two-fluid model in which the slip between the phases is modelled.
Hapanowicz (2008) tested the accuracy of available drift-flux models in evaluating the slip between water and oil phases in a horizontal pipe.
A drift-flux model is employed to represent slip between fluid phases.
In the finite element model, tension stiffening and bond slip between concrete and reinforcement (fibers, prestressing wire, and conventional reinforcing steel bar) have also been considered explicitly.
These inconsistencies may arise from the small differences in the local fault geometry and in the location of large slip between the model and the real because the polarity of the fault-normal component is sensitive to the site location relative to the fault slip.
The homogeneous model with slip considered between two phases is named the drift-flux model.
In this model, the slip velocity between continual and dispersed phases was developed through the bubble Lagrangian movement equation.
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