Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 219
1 refer to head - quartering - beam seas , where head seas were considered in the present analyses as being the most critical situation as concerns dynamic implications on the pipeline . ( 10 ) where o * is the non linear stress , n and ...
1 refer to head - quartering - beam seas , where head seas were considered in the present analyses as being the most critical situation as concerns dynamic implications on the pipeline . ( 10 ) where o * is the non linear stress , n and ...
Page 279
At the same time , the horizontal " snaking " of a heated pipeline resting on the seabed is not considered to be of major concern . Nevertheless , for heated and pressurized oil or gas pipelines in the proximity of a compressor plant ...
At the same time , the horizontal " snaking " of a heated pipeline resting on the seabed is not considered to be of major concern . Nevertheless , for heated and pressurized oil or gas pipelines in the proximity of a compressor plant ...
Page 359
The uncertainty measures considered in the analysis are according to Tables 2 - 4 , for the yielding and ultimate limit states , while ... The main findings from the safety analysis is given in Figure 3 for the limit states considered .
The uncertainty measures considered in the analysis are according to Tables 2 - 4 , for the yielding and ultimate limit states , while ... The main findings from the safety analysis is given in Figure 3 for the limit states considered .
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Contents
FATIGUE AND DEFORMATION | 1 |
Determination of Recovery Length in Spiral Strands | 9 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
Copyright | |
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analysis applied assessment bending calculated compared composition considered constant corrosion crack growth CTOD curve cycles deformation dependence deposit depth determined developed distribution effect elastic electrode Engineering environment equation experimental factor failure fatigue crack Figure finite element fracture geometry given grain heat higher hydrogen increase indicate initial International joints length limit load lower material mean measured Mechanics method microstructure nitrogen notch observed obtained occur Offshore operating oxygen parameters performed phase pipe plastic plate predictions present pressure problems procedure produced propagation properties protection range ratio reduced region Research residual respectively sea water shown shows simulated specimens standard steel strain strength stress structures surface Table temperature tensile thickness toughness tubular joints values weld metal wire yield