Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 116
... Predicted by FEA Slave Master Parameter Test 1 Test 2 Testbed Dry Unit Weight ( kN / m3 ) 17.58 17.15 Pipeline , see ... Predicted Observed 2 Pipe Centerline Distance from Pipe End ( m ) 3 Figure 5 - Predicted Displaced Pipe Profile from ...
... Predicted by FEA Slave Master Parameter Test 1 Test 2 Testbed Dry Unit Weight ( kN / m3 ) 17.58 17.15 Pipeline , see ... Predicted Observed 2 Pipe Centerline Distance from Pipe End ( m ) 3 Figure 5 - Predicted Displaced Pipe Profile from ...
Page 118
... predicted pipe end load - displacement response is compared to that observed from Test 1 in Figure 4. The predicted failure load was 107 kN at a displacement of approximately 60 mm . This prediction is reasonable considering the actual ...
... predicted pipe end load - displacement response is compared to that observed from Test 1 in Figure 4. The predicted failure load was 107 kN at a displacement of approximately 60 mm . This prediction is reasonable considering the actual ...
Page 119
... predicted . Measured displacements to maximum load were consistent with the predicted displacements to initial yielding . The validated ABAQUS analysis was used to design Test 2 . Plastic hinges developed in the pipe during each test ...
... predicted . Measured displacements to maximum load were consistent with the predicted displacements to initial yielding . The validated ABAQUS analysis was used to design Test 2 . Plastic hinges developed in the pipe during each test ...
Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
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analysis applied Arctic Engineering ASME assessment autoclave axial force bending buckling calculated capacity Conference On Offshore Copyright corrosion corrosion defect crack defined deformation dent depth Det Norske Veritas developed diameter discrete displacement vector effect equation failure modes failure probability Figure finite element finite element analysis fracture friction function fuzzy logic gasket geotechnical engineering GTAW hoop stress hot tap tee InSAR installation internal pressure jumper length Limit State Design load longitudinal MANAVGAT material maximum measured Mechanics and Arctic modal displacement neural networks node Offshore Mechanics operating pressure ovalisation parameters Petrobras pipe material pipe wall pipeline design Pipeline Systems plastic reliability riser risk run pipe saddle safety class seabed simulation SMAW SMYS specimens stinger strain stress Table Technology temperature tensile test scheme uprating valve wall thickness yield strength ας მთ მი მს