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 94
The target failure probability is selected as 10-2 per installation . The characteristic applied strain « appc , may be limited by : appc s 0.8 maxci in which the characteristic maximum allowable strain , maxc . is calculated according ...
The target failure probability is selected as 10-2 per installation . The characteristic applied strain « appc , may be limited by : appc s 0.8 maxci in which the characteristic maximum allowable strain , maxc . is calculated according ...
Page 205
There was a slight tendency for lower failure pressures with more pits and for the failure to occur in the central pit . Thus the pits must interact slightly increasing the state of stress in the region of the central pit .
There was a slight tendency for lower failure pressures with more pits and for the failure to occur in the central pit . Thus the pits must interact slightly increasing the state of stress in the region of the central pit .
Page 207
However numerical analysis cannot totally replace testing as test results are necessary to define modes of failure and to provide data for validation of numerical techniques . 3.1 Modelling of Failure Closed - ended conditions 13.00 no ...
However numerical analysis cannot totally replace testing as test results are necessary to define modes of failure and to provide data for validation of numerical techniques . 3.1 Modelling of Failure Closed - ended conditions 13.00 no ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
12 other sections not shown
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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 |