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 68
In this case a failure mechanism may be triggered by the axial force ( tensile or compressive ) due to longitudinal soil movements . For an incident angle equal to 70 ° , the pipeline is able to withstand the imposed transverse ...
In this case a failure mechanism may be triggered by the axial force ( tensile or compressive ) due to longitudinal soil movements . For an incident angle equal to 70 ° , the pipeline is able to withstand the imposed transverse ...
Page 78
7000 Critical Strain 6000 5000 2 4000 KIM GRESNIGT Bending Moment [ kNm ] 3000 3 2000 1000 1 ) Tensile Axial Force = 7000 KN 2 ) No Axial force 3 ) Compressive Axial Force = -7000 KN 0 0 0.002 0.004 0.008 0.01 0.012 0.006 Strain Fig .
7000 Critical Strain 6000 5000 2 4000 KIM GRESNIGT Bending Moment [ kNm ] 3000 3 2000 1000 1 ) Tensile Axial Force = 7000 KN 2 ) No Axial force 3 ) Compressive Axial Force = -7000 KN 0 0 0.002 0.004 0.008 0.01 0.012 0.006 Strain Fig .
Page 509
If the shear capacity of the corrosion coating is sufficiently high , the axial force in the concrete may rise to a higher level than the concrete can accomodate , and crushing occurs . A typical distribution of the maximum axial force ...
If the shear capacity of the corrosion coating is sufficiently high , the axial force in the concrete may rise to a higher level than the concrete can accomodate , and crushing occurs . A typical distribution of the maximum axial force ...
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Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 41 |
VOLUME IA OFFSHORE TECHNOLOGY | 97 |
SAFETY AND RELIABILITY | 137 |
Copyright | |
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1995 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791813118, 9780791813119 |
| Export Citation | BiBTeX EndNote RefMan |