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 40
ELEMENTS N JAN 14 2002 11 : 38 : 59 The present contribution regards on
study the influence of residual stress fields on the structural integrity of offshore
stud and studless chain links . Before operation , every chain link must be
submitted to ...
ELEMENTS N JAN 14 2002 11 : 38 : 59 The present contribution regards on
study the influence of residual stress fields on the structural integrity of offshore
stud and studless chain links . Before operation , every chain link must be
submitted to ...
Page 45
Table 1 presents the maximum values for the von Mises equivalent stress for the
operational load . ... It is interesting to note that the elastic models present a
similar behavior ( similar predicted life , but distinct critical regions ) : the
predicted life ...
Table 1 presents the maximum values for the von Mises equivalent stress for the
operational load . ... It is interesting to note that the elastic models present a
similar behavior ( similar predicted life , but distinct critical regions ) : the
predicted life ...
Page 366
A similar observation has been made in the present study for internal
overpressure . In order to maintain compatibility with the previously proposed
design criterion for risers with external overpressure , it was decided in the
present study that ...
A similar observation has been made in the present study for internal
overpressure . In order to maintain compatibility with the previously proposed
design criterion for risers with external overpressure , it was decided in the
present study that ...
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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