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 89
Four different free span configurations were used , as shown in fig . 4 with model properties reported in the attached table . ... Span Configuration S2 $ 3 Seabed $ 1 $ 4 Remarks Free oscillation Tests Air In - line lock - in Fig .
Four different free span configurations were used , as shown in fig . 4 with model properties reported in the attached table . ... Span Configuration S2 $ 3 Seabed $ 1 $ 4 Remarks Free oscillation Tests Air In - line lock - in Fig .
Page 96
For a displacement controlled configuration , the load effect on the pipe section is controlled by the mean curvature of seabed profile . Soil characteristics combined with localized irregularities of the seabed should generally give ...
For a displacement controlled configuration , the load effect on the pipe section is controlled by the mean curvature of seabed profile . Soil characteristics combined with localized irregularities of the seabed should generally give ...
Page 209
... 15.44 13.45 13.47 Elastic Von Mises equivalent stresses of these pit configurations for closed - ended conditions ( Pipes ... pipe to neighbouring pit ligaments indicating pit interaction as a function of the defect configuration .
... 15.44 13.45 13.47 Elastic Von Mises equivalent stresses of these pit configurations for closed - ended conditions ( Pipes ... pipe to neighbouring pit ligaments indicating pit interaction as a function of the defect configuration .
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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Common terms and phrases
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 |