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Thereafter, the effects of random design variables on the pipe behavior are quantified by probabilistic analysis.
Over the years, researchers have attempted to understand pipe behavior, most frequently via numerical modeling and simulation.
The centrifuge test results show that pipe behavior, specifically pipe strain, is nominally not affected by the soil moisture content and fault offset rate when the pipe is subjected to strike-slip faulting.
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To give clearer insight into the pipe dynamic behavior, the dynamic response and eigenvalue branches were presented for a number of collar-stiffened pipes.
The simplified Johnson-Cook material model, the JWL equation of state, and the ideal gas equation of state were employed for modeling the pipe material behavior, charge detonation, and air, respectively.
In order to investigate different pipe diffusion behaviors with different diffusing elements, diffusion behaviors of Cr and Ti were studied.
McGrath (1998) conducted a study on the soil-pipe interaction behavior during construction of flexible and rigid pipes.
It was also concluded that despite the established influence of expansive soils on the performance of pipelines, the research effort directed at the numerical modeling of the soil-pipe interaction behavior is limited (Rajeev and Kodikara, 2011).
For the variable gas flow tests on the vertical pipe, the following behavior on gas kill flow rate for water was found: Q 0 = 5.328 + 0.0221 Q g (15)The liquid flow rate is now given in [L/s] and the gas flow rate in [standard L/s].
The failure behavior of pipes and piping components (e.g. straight pipe, pipe bend, T-joint) with and without cracks under different loading conditions has been investigated in numerous experimental and analytical/numerical research projects.
The purpose of this paper mainly further discussed the cuttings transport behavior with pipe rotation using CFD.
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