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
... strain shown in Fig.22 was also indicated . 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 ...
... strain shown in Fig.22 was also indicated . 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 ...
Page 227
Strain specimen . 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 ...
Strain specimen . 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 ...
Page 230
... strain distribution between Steels B and C is shown . With an increase of displacement , the difference in strain distribution between Steels B and C disappears and strain distributes uniformly for the distances greater than 50mm ; this ...
... strain distribution between Steels B and C is shown . With an increase of displacement , the difference in strain distribution between Steels B and C disappears and strain distributes uniformly for the distances greater than 50mm ; this ...
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alloys analysis applied approximately assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defect deformation depth determined developed direction distribution effect element Engineering equation estimated evaluation experience factor failure fatigue field Figure flaw flexible fracture function geometry given Grade heat higher hydrogen important increase initial installation insulation integrity International joint length limit load locations lower material maximum mean measured mechanical method observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability residual resistance respectively riser rope safety samples shown shows side simulation solution specimens standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium toughness uncertainties variables weld