Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 221
This is the verification of the approximate solution being capable of taking the
work - hardening property of the materials into account . Comparison of the Peak
Load Strain Table 3 shows the comparison of the peak load strains of the line
pipes ...
This is the verification of the approximate solution being capable of taking the
work - hardening property of the materials into account . Comparison of the Peak
Load Strain Table 3 shows the comparison of the peak load strains of the line
pipes ...
Page 282
... self - propelled semi - submersible with six columns mounted onto two
pontoons . The Scarabeo 6 is built 1984 at Rauma Repola , Finland . Owner :
Saipem SpA Flag : Bahamas Official Number : 7265155 Table 2 - Requirements
to AHT .
... self - propelled semi - submersible with six columns mounted onto two
pontoons . The Scarabeo 6 is built 1984 at Rauma Repola , Finland . Owner :
Saipem SpA Flag : Bahamas Official Number : 7265155 Table 2 - Requirements
to AHT .
Page 518
All arc and laser welds were made at separate times in ambient temperature
plate according to procedures shown in Table 3 . FIGURE 4 STAGE 1 DISCRETE
DUAL PROCESS LASER WELDING The welding wire was in the vertical position
...
All arc and laser welds were made at separate times in ambient temperature
plate according to procedures shown in Table 3 . FIGURE 4 STAGE 1 DISCRETE
DUAL PROCESS LASER WELDING The welding wire was in the vertical position
...
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analysis anchor applied assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defects deformation depth determined developed direction displacement distribution dynamic effect element Engineering equation estimated evaluation factor failure fatigue field Figure finite element flexible fracture function geometry given Grade heat increase initial installation insulation integrity International joint length limit load locations material maximum mean measured mechanical method mooring observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability represent residual resistance respectively riser rope safety shown shows side simulation solution specimens stage standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium uncertainties variable weld