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Orcaflex api3/9/2024 ![]() We now explain these steps in more detail. Having calculated the node's lateral deflection $y$, we look up the the corresponding soil resistance $p$ in the appropriate P-y data set, and apply the corresponding resistive force at the node. At any time, the node's deflection is calculated as the difference between its instantaneous position and its initial, nominal position. You apply a P-y model in OrcaFlex by associating it with a line (which is not required to be vertical): OrcaFlex then implements that model at each sub-surface node on that line, taking into account the nominal depth of the node in choosing which specific depth range applies. Further, different model types (or the same model type with different data) can be defined for different depths below the soil surface. OrcaFlex offers a number of different types of relationship, or model types. A P-y model is essentially a relationship between the lateral deflection $y$ of a vertical-axis cylinder which is at least partially-submerged in soil, and the corresponding soil resistance $p$ to that deflection. ![]()
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