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 61
Although the focus of this study was to test - validate a pipe with a spiral weld
against ASTM B837 - 89 , a second finite element model of a pipe with a straight
weld was also built and exercised . The purpose for this second model was to
study ...
Although the focus of this study was to test - validate a pipe with a spiral weld
against ASTM B837 - 89 , a second finite element model of a pipe with a straight
weld was also built and exercised . The purpose for this second model was to
study ...
Page 190
The tensile specimens were machined from the pipes in the longitudinal direction
. Figure 1 illustrates the tensile specimen with a thickness of 12 mm . Figure 2
shows the stress - strain relationship of the pipes . Pipe B had a yield plateau .
The tensile specimens were machined from the pipes in the longitudinal direction
. Figure 1 illustrates the tensile specimen with a thickness of 12 mm . Figure 2
shows the stress - strain relationship of the pipes . Pipe B had a yield plateau .
Page 691
One of the methods of the drillstring protection from ice impact provides for
clearance installation of an ice pipe in the drilling vessel unit moonpool with the
pipe bottom several meters below the keel . The paper suggests the numerical ...
One of the methods of the drillstring protection from ice impact provides for
clearance installation of an ice pipe in the drilling vessel unit moonpool with the
pipe bottom several meters below the keel . The paper suggests the numerical ...
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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