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 199
Cost , availability , weight , fatigue resistance and corrosion resistance are other
properties which needs to be considered . For offshore application , the service
condition in relation to criticality , service life and inspection plans must also be ...
Cost , availability , weight , fatigue resistance and corrosion resistance are other
properties which needs to be considered . For offshore application , the service
condition in relation to criticality , service life and inspection plans must also be ...
Page 350
The main differences between titanium and steel with regard to design criteria
are related to differences in mechanical properties as • Higher yield / tensile
relationship for titanium alloys compared to steel alloys considered for use in
risers .
The main differences between titanium and steel with regard to design criteria
are related to differences in mechanical properties as • Higher yield / tensile
relationship for titanium alloys compared to steel alloys considered for use in
risers .
Page 428
To simulate the DTR loading condition , two stages of loading are considered .
Firstly , a gravitational force is applied assuming the pipe is fixed at the point A in
Figure 4 . This is followed by an axial load that is applied at the point D in Figure
4 ...
To simulate the DTR loading condition , two stages of loading are considered .
Firstly , a gravitational force is applied assuming the pipe is fixed at the point A in
Figure 4 . This is followed by an axial load that is applied at the point D in Figure
4 ...
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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