Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 187
The tulips also ensure subassembly insulation integrity is maintained should the offshore field joint leak . For each subassembly , one of the tulips is compliant to ensure weld shrinkage during offshore welding does not lead to over ...
The tulips also ensure subassembly insulation integrity is maintained should the offshore field joint leak . For each subassembly , one of the tulips is compliant to ensure weld shrinkage during offshore welding does not lead to over ...
Page 237
torque M in the element are denote an indicator defined by the local element node of an element at the joint . umi is defined as : =+ E ' ISW ( ) 2 ' E lư umi +1 , if im = Nm -1 , if Im = 1 ( 63 ) hele + E ܙ18 dau dao dao M - EIGE dize ...
torque M in the element are denote an indicator defined by the local element node of an element at the joint . umi is defined as : =+ E ' ISW ( ) 2 ' E lư umi +1 , if im = Nm -1 , if Im = 1 ( 63 ) hele + E ܙ18 dau dao dao M - EIGE dize ...
Page 239
All other condition equations of an inclined roller are the same as those of a joint . Considering the harmonic motion , ( 68 ) results in the following equation y a Mi Ž *** ( um * y sim " Σ ( firmoj ? [ sm ' ) – pm'walt.deliśm ' ) 7m ...
All other condition equations of an inclined roller are the same as those of a joint . Considering the harmonic motion , ( 68 ) results in the following equation y a Mi Ž *** ( um * y sim " Σ ( firmoj ? [ sm ' ) – pm'walt.deliśm ' ) 7m ...
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
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acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield