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Nonlinear finite element modelling is initially conducted to simulate simply supported reinforced concrete beams with temperature differentials over their depth (ΔT = 30 °C) that were tested at room (15 °C) and low temperature (−25 °C) during the experimental phase of this research program.
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Either a simple or multiple regression model is initially posed as a hypothesis concerning the relationship among the dependent and independent variables.
The homogeneous oil water flow model is initially applied in the openhole wellbore condition.
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The effectiveness of the proposed model is initially validated through simulation.
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