Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 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 D 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 D 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 amplitude analysis applied assessment axial bending buckling burst pressure calibrated Canadian Standards Association coefficient collapse construction corroded region corrosion corrosion pit crack criterion cylinder damper defects depth displacement distribution effect elastic Engineering environmental equation estimated evaluation failure modes failure probability fatigue damage Figure finite element flow force fractile fracture limit fracture mechanics fracture toughness frequency frost heave gas pipeline geometry hoop stress installation lift force limit state function Limit States Design load lognormal longitudinal maximum measured methods offshore pipelines OMAE operation orifice plate parameters pipe wall pipeline design pipeline spans pipeline system plastic predicted ratio reliability S-N curve safety level sample simulation SMYS soil specific standards steel stepblade strain strake stress concentration structural Submarine Pipeline Table temperature differential tensile topsoil tube bundle uncertainty usage factor variable vibration vortex shedding wall thickness weld yield strength yield stress