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 70
High compressive strain can be induced by the effect , often combined , of axial compressive force and bending moment . At large compressive strain instability patterns develop . At or before the limit load capacity associated with pure ...
High compressive strain can be induced by the effect , often combined , of axial compressive force and bending moment . At large compressive strain instability patterns develop . At or before the limit load capacity associated with pure ...
Page 369
Table 5 provides a comparison of the predicted and actual results for maximum bending moment , compressive strain ( for a gauge length of 1.5 diameters across the buckle ) and buckle amplitude at peak moment .
Table 5 provides a comparison of the predicted and actual results for maximum bending moment , compressive strain ( for a gauge length of 1.5 diameters across the buckle ) and buckle amplitude at peak moment .
Page 391
The effect of this unloading is to concentrate the curvature into the softening segment so enhancing a collapse mode , the shape of which depends on whether the pipe is pressurised or not and on the level of the compressive axial load ...
The effect of this unloading is to concentrate the curvature into the softening segment so enhancing a collapse mode , the shape of which depends on whether the pipe is pressurised or not and on the level of the compressive axial load ...
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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 |