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 116
Sequence ( 1 ) Sequence ( II ) 500 Stage 1 630 Unit in [ mm ] _ : weld beads ( a )
Bird ' s - eye view Stage 2 Stage 3 470 15 500 115 Stage 4 ( b ) Top view Figure
3 . TEST MODEL CONFIGURATIONS Stage 5 O 16 - 245 , 230 ) 3 ( 245 , 230 ) O
...
Sequence ( 1 ) Sequence ( II ) 500 Stage 1 630 Unit in [ mm ] _ : weld beads ( a )
Bird ' s - eye view Stage 2 Stage 3 470 15 500 115 Stage 4 ( b ) Top view Figure
3 . TEST MODEL CONFIGURATIONS Stage 5 O 16 - 245 , 230 ) 3 ( 245 , 230 ) O
...
Page 523
08 3W18 JF In addition to productivity benefits that have been demonstrated for
Stage 1 , similar benefits have also been observed for Stage 2 . However , when
observing results for the X52 grade , it can be seen that a reduction in travel ...
08 3W18 JF In addition to productivity benefits that have been demonstrated for
Stage 1 , similar benefits have also been observed for Stage 2 . However , when
observing results for the X52 grade , it can be seen that a reduction in travel ...
Page 568
BS 7910 : 1999 [ 3 ] gives a two - stage model with reduced crack growth rate at
lower AK , as shown in Table 14 ( with unspecified distribution type ) . PD 6493 :
1991 gave the following expression for the lower bound threshold stress intensity
...
BS 7910 : 1999 [ 3 ] gives a two - stage model with reduced crack growth rate at
lower AK , as shown in Table 14 ( with unspecified distribution type ) . PD 6493 :
1991 gave the following expression for the lower bound threshold stress intensity
...
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2002 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791836134, 9780791836132 |
| Export Citation | BiBTeX EndNote RefMan |