Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 454
The beam element used in the model is shown in Fig . 1 . The calculation procedure in the structural model is incremental and an updated Lagrange ( co - rotational ) formulation is used for each increment step .
The beam element used in the model is shown in Fig . 1 . The calculation procedure in the structural model is incremental and an updated Lagrange ( co - rotational ) formulation is used for each increment step .
Page 478
The wall elements are connected via the temperature dependent material conductivity and the wall to fluid connection via a ... to element 118 , from 118 to 120 , and then downwards to element 6 which is connected with element 4 .
The wall elements are connected via the temperature dependent material conductivity and the wall to fluid connection via a ... to element 118 , from 118 to 120 , and then downwards to element 6 which is connected with element 4 .
Page 547
The finite - element model used in the calculations for the reinforced layers is shown in Fig.2 . ... In tangential direction the half of the hose is divided into 8 elements , while in axial direction five elements are supposed .
The finite - element model used in the calculations for the reinforced layers is shown in Fig.2 . ... In tangential direction the half of the hose is divided into 8 elements , while in axial direction five elements are supposed .
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |