Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 159
PREVENTING DAMAGE TO THERMAL INSULATION DURING BENDING LARGE DIAMETER PIPES Wojciech Swisterski SNC - Partec ... the basic design data has been derived for a field bending device , able to bend up to NPS 16 , high grade ( 386 MPa ) ...
PREVENTING DAMAGE TO THERMAL INSULATION DURING BENDING LARGE DIAMETER PIPES Wojciech Swisterski SNC - Partec ... the basic design data has been derived for a field bending device , able to bend up to NPS 16 , high grade ( 386 MPa ) ...
Page 162
El THE PROTOTYPE BENDING SHOE The radius of residual curvature for the bent pipe , permitted by code ( 40D ) can be achieved by overbending the pipe to a lesser radius of curvature . On release , it then undergoes a certain amount of ...
El THE PROTOTYPE BENDING SHOE The radius of residual curvature for the bent pipe , permitted by code ( 40D ) can be achieved by overbending the pipe to a lesser radius of curvature . On release , it then undergoes a certain amount of ...
Page 228
Effective Membrane - Stress Predictions Compared to Test Data 0 Burst Pressure / Flow Pressure OO 0.6 Trend Uno 0 O O O O 0.4 0.8 1.2 1.6 2 2.4 Hoop Bending SCF The predictions in Figures 4 and 7 are correlated with yield strength .
Effective Membrane - Stress Predictions Compared to Test Data 0 Burst Pressure / Flow Pressure OO 0.6 Trend Uno 0 O O O O 0.4 0.8 1.2 1.6 2 2.4 Hoop Bending SCF The predictions in Figures 4 and 7 are correlated with yield strength .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
14 other sections not shown
Other editions - View all
Common terms and phrases
actual allowable analysis applied Arctic assessment associated assumed axial bending calculated coefficient considered construction corrosion crack criteria damage defined dependent depth detection determine developed diameter discharge displacement distribution effect element Engineering equation equipment estimated evaluation example factor failure fatigue field Figure flow force fracture frequency function geometry given increase indicated initial installation internal leak length lift force limit load material maximum mean measured Mechanics meter methods obtained occurs offshore operating orifice parameters performed pipe pipeline practice predicted presented pressure probability problem procedure range ratio reduced reference reliability response safety shown shows simulation soil solution span specific standards steel strain strength stress structural Table Technology temperature thickness tube bundle velocity vibration wall weld yield