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
... allowable strain , maxc , is calculated according to Murphey and Langner ( 1985 ) formulation considering pressure load applied after bending loads . Considering a design scenario covering a D / t ratio from 20 to 40 and a water depth ...
... allowable strain , maxc , is calculated according to Murphey and Langner ( 1985 ) formulation considering pressure load applied after bending loads . Considering a design scenario covering a D / t ratio from 20 to 40 and a water depth ...
Page 95
... allowable free span length . Analyses are carried out to obtain the load effects in terms of stresses and fatigue damage accumulation . A maximum allowable free span length is then determined for each section of the route , based on the ...
... allowable free span length . Analyses are carried out to obtain the load effects in terms of stresses and fatigue damage accumulation . A maximum allowable free span length is then determined for each section of the route , based on the ...
Page 345
... allowable defect sizes as function of stress intensity factor enables the spread in data to be included in an assessment of a structure's or component's reliability . The results of the probabilistic analyses indicate slightly more ...
... allowable defect sizes as function of stress intensity factor enables the spread in data to be included in an assessment of a structure's or component's reliability . The results of the probabilistic analyses indicate slightly more ...
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone