Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 159
... bending device , able to bend up to NPS 16 , high grade ( 386 MPa ) , thick walled line pipe , insulated with polyurethane foam of low density . This device does not inflict mechanical damage on the outer pipe jacket , does not ...
... bending device , able to bend up to NPS 16 , high grade ( 386 MPa ) , thick walled line pipe , insulated with polyurethane foam of low density . This device does not inflict mechanical damage on the outer pipe jacket , does not ...
Page 162
... bending moment Mp , to zero . As a conse- quence of this action , the cross - sectional area will receive residual stresses distributed so that the bending moment created by them is zero . For the purpose of estimating the minimum ...
... bending moment Mp , to zero . As a conse- quence of this action , the cross - sectional area will receive residual stresses distributed so that the bending moment created by them is zero . For the purpose of estimating the minimum ...
Page 228
... Bending SCF Trend Line 2 2.4 Figure 6. Hoop Bending Stress Concentration Factor Compared to Test Data hoop membrane and bending stress concentration factors , respectively , compared to the ratio of burst pressure divided by the flow ...
... Bending SCF Trend Line 2 2.4 Figure 6. Hoop Bending Stress Concentration Factor Compared to Test Data hoop membrane and bending stress concentration factors , respectively , compared to the ratio of burst pressure divided by the flow ...
Contents
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 89 |
Copyright | |
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Alberta analysis applied Arctic assessment axial bending buckling buried pipelines calculated Canadian Standards Association coefficient construction corrosion crack criteria cylinder damage defects depth developed diameter displacement distribution effect elastic Engineering environmental equation equipment estimated evaluation failure probability fatigue finite element flow force fractile fracture fracture mechanics frequency frost heave frozen soil gas pipeline geometry hoop stress horizontal inspection installation interaction internal lift force Limit States Design load lognormal longitudinal maximum measured Mechanics meter methods offshore pipelines OMAE operation orifice orifice plate parameters permafrost pipe wall pipeline spans pipeline system Pipeline Technology ASME plastic predicted pressure ratio reliability S-N curve scour simulation SMYS solution specific standards steel strain structural Table Technology ASME 1992 temperature differential tensile tube bundle usage factor variable velocity profile vertical vibration volumetric flow rate vortex shedding wall thickness weld yield strength