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 153
The longitudinal strain was calculated as nominal strain with lengths between
nodes on the model surface . O marks indicates the strains measured at the edge
on the compressive side ( CS in Fig . 23 ) , O marks indicates the strains
measured ...
The longitudinal strain was calculated as nominal strain with lengths between
nodes on the model surface . O marks indicates the strains measured at the edge
on the compressive side ( CS in Fig . 23 ) , O marks indicates the strains
measured ...
Page 227
Figure 5 shows the comparison of strain distribution in Steels B and C with a flaw
( Table 1 , No . 2 ) . Locations of strain measurement are the same as Fig . 4 . The
strains in both steels show almost the same value and distribution as the ...
Figure 5 shows the comparison of strain distribution in Steels B and C with a flaw
( Table 1 , No . 2 ) . Locations of strain measurement are the same as Fig . 4 . The
strains in both steels show almost the same value and distribution as the ...
Page 230
Effective plastic strain ATTTT Figure 14 shows the effective plastic strain
distribution on the surface of the specimen along the longitudinal direction of the
centerline . The effective plastic strains near the center show negligible values
due to ...
Effective plastic strain ATTTT Figure 14 shows the effective plastic strain
distribution on the surface of the specimen along the longitudinal direction of the
centerline . The effective plastic strains near the center show negligible values
due to ...
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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 |