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Structural Analysis of Ground Articulating Pipeline System

並列摘要


The stress and deflection of the ground articulating pipeline (GAP) system are analyzed based on the theory of mechanics of materials. The governor equations of the pipe stress, deformation and rotation are established according to Hooke’s law and double‐integration method. The pipeline unit is modeled as a multi‐physics three dimensional (3D) model with the load, temperature and pressure. ASME B31.1 is specified as the applicable piping code. The pipe system stress and deflection distributions are analyzed in two loading cases, which are (i) dead weight, internal pressure and thermal and (ii) dead weight, internal pressure, thermal and moment. The results show that pipeline unit has a smaller stress and deflection distribution in case 1 than case 2. The study provides a solid foundation for the optimization design of the GAP system.

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