Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 51
For the different parameters , both representative base case value and a realistic variation range have been assumed based on the results of the review reported in the previous section , see also Tab . 4 .
For the different parameters , both representative base case value and a realistic variation range have been assumed based on the results of the review reported in the previous section , see also Tab . 4 .
Page 217
The range of stress intensity factor , AK was calculated using the following equation as given by ASTM E647-88 : AK = AP / ( BW12 ) . f ( a ) ( 1 ) f ( a ) = ( 2 + a ) ( 0.886 + 4.64a - 13.320 + 14.72a - 5.60 * ) / ( 1 - a ) a = a W ...
The range of stress intensity factor , AK was calculated using the following equation as given by ASTM E647-88 : AK = AP / ( BW12 ) . f ( a ) ( 1 ) f ( a ) = ( 2 + a ) ( 0.886 + 4.64a - 13.320 + 14.72a - 5.60 * ) / ( 1 - a ) a = a W ...
Page 228
There appears to be several different configurations used with a broad range of wheel numbers and horsepowers . This problem is further complicated by the fact that most coating mills coat a range of pipe diameters and the grit ...
There appears to be several different configurations used with a broad range of wheel numbers and horsepowers . This problem is further complicated by the fact that most coating mills coat a range of pipe diameters and the grit ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
| Export Citation | BiBTeX EndNote RefMan |