Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 270
The reduction in rejects and rework results in savings of dollars spent on technical services to our coating facilities . Our technology and development department expenditures have been reduced as shown in Figure 3 .
The reduction in rejects and rework results in savings of dollars spent on technical services to our coating facilities . Our technology and development department expenditures have been reduced as shown in Figure 3 .
Page 491
Nominal Reduced Velocity Span Configuration TEST RESULTS Vr Remarks S1 S2 S3 S4 1.0 1 1.5 1 1 1 2 1 3 2.0 2.5 3.0 1 1 S2 , S3 : 3 axial tension SI : 4 axial tension S3 : 2 axial tension 4 1 1 1 3.5 1 1 2 1 1 1 1 4.0 5.0 6.0 1 General ...
Nominal Reduced Velocity Span Configuration TEST RESULTS Vr Remarks S1 S2 S3 S4 1.0 1 1.5 1 1 1 2 1 3 2.0 2.5 3.0 1 1 S2 , S3 : 3 axial tension SI : 4 axial tension S3 : 2 axial tension 4 1 1 1 3.5 1 1 2 1 1 1 1 4.0 5.0 6.0 1 General ...
Page 497
... 0.2+ 0.18+ 0.16+ 0.14 0.1277 977 1521 o 1373 20 740 1243 1315 1114 1961 9721200 1490 www + 510 7720 B56 898 1.6 1.8 + 1024 2 2.8 3 3.2 2.2 2.4 2.6 Reduced Velocity Figure 9. In - Line response , Reynolds numbers given at points .
... 0.2+ 0.18+ 0.16+ 0.14 0.1277 977 1521 o 1373 20 740 1243 1315 1114 1961 9721200 1490 www + 510 7720 B56 898 1.6 1.8 + 1024 2 2.8 3 3.2 2.2 2.4 2.6 Reduced Velocity Figure 9. In - Line response , Reynolds numbers given at points .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 41 |
VOLUME IA OFFSHORE TECHNOLOGY | 97 |
SAFETY AND RELIABILITY | 137 |
Copyright | |
10 other sections not shown
Other editions - View all
Common terms and phrases
allowable analysis applied approach approximately assessment associated axial bending buckling calculated cause coating compressive considered corrosion cost criteria critical curvature curve deformation depth described determined diameter displacement distribution effect element Engineering equation factors failure field Figure flow force frequency function given important increase indicated initial inspection installation integrity internal joint length limit load material maximum mean measured Mechanics method movement natural obtained occur Offshore operating parameters performed pipe pipeline possible potential predicted presented pressure properties range reduced reliability representative resistance response risk safety seabed shown shows significant slope soil span specific specimens steel strain strength stress structural subjected surface Table Technology temperature tests thickness uncertainty valve wall wave weld