The flow dynamics in pipes is a very complex system because it is largely affected by flow conditions. The transport of crude oil in pipelines within unconsolidated petroleum reservoirs is associated with presence of solid particles. These particles are often transported as dispersed phases during crude oil production and are therefore detrimental to the pipe surface integrity. This could lead to the occurrences of crevice corrosion due to pipe erosion. In relation to the above discussion, this paper is aimed at analyzing crude oil dynamics during flow through pipeline and identifying erosion hotspot for different pipe elbow curvatures. Reynolds Averaging Navier-Stokes (RANS) and Particle Tracing Modeling (PTM) approach were used. The focus is to simulate fluid dynamics and particle tracing, respectively. Post-processed results revealed that the fluid velocity magnitude was relatively high at the region with minimum curvature radius. The maximum static pressure and turbulence dissipation rate were experienced in areas with low-velocity magnitude. Also, the rate of erosive wear was relatively high at the elbow and the hotspot varied with pipe curvature. The particle flow rate, mass, and size were varied and it was found that erosion rate increased with an increase in particle properties.
The use of numerical simulation approach to investigate the effect of transient boundary temperature on an LPG tank structure was investigated. Here, both transient thermal and structural system were coupled in ANSYS software version 19.2 to create an interaction between the thermal and mechanical load on the tank structure. The focus of this paper is to identify stress hotspot which may eventually lead to stress-corrosion using a non-linear solver. Literature has proven that temperature gradient acting on a material is a possible cause for failure in most engineering structures due to stress induced corrosion. In this study the effect of a time dependent change in the temperature of the material (304 stainless steel) was investigated. The temperature was set to increase from cryogenic to 30 °C, and the pressure which represents mechanical load was also implemented at the wall boundary. Results obtained showed that stress was concentrated at the principal plane connecting the tank roof to the cylindrical structure. However, a failure analysis was conducted were the mechanical load was increased to 3 × 10 43 Pa. It was found that the material failed after 1,000,000 s time steps and the tensile yield strength obtained from the stress-strain curve was lower than the material standard value. This can be explained with the concept that the action of temperature disrupted the material microstructure, hence, reduced the material stiffness to fracture. The stress-strain curve was validated with the standard plot for the 304 stainless steel material type.
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