Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 99
... Risk Level RISK FIGURE 1. Total Expected Life - Cycle Cost Function by minimizing the expected life - cycle cost of a design or maintenance option ( Figure 1 ) . This approach is based on the assumption that a risk management strategy ...
... Risk Level RISK FIGURE 1. Total Expected Life - Cycle Cost Function by minimizing the expected life - cycle cost of a design or maintenance option ( Figure 1 ) . This approach is based on the assumption that a risk management strategy ...
Page 303
RISK - BASED OPTIMIZATION OF PIPELINE INTEGRITY MAINTENANCE Maher A. Nessim and Mark J. Stephens Engineering Systems Technology Department Centre for Frontier Engineering Research Edmonton , Alberta Canada Select Segment Define Segment ...
RISK - BASED OPTIMIZATION OF PIPELINE INTEGRITY MAINTENANCE Maher A. Nessim and Mark J. Stephens Engineering Systems Technology Department Centre for Frontier Engineering Research Edmonton , Alberta Canada Select Segment Define Segment ...
Page 304
... RISK ANALYSIS Risk analysis has been used extensively in the pipeline industry as a tool for decision making . Pipeline operators that have developed their own risk - based approaches include NOVA Corporation of Alberta ( Urednicek et ...
... RISK ANALYSIS Risk analysis has been used extensively in the pipeline industry as a tool for decision making . Pipeline operators that have developed their own risk - based approaches include NOVA Corporation of Alberta ( Urednicek et ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength