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 8
5 – 5 . 9 mm . The pipe samples were fitted into the pressure cell as shown in Fig
. 2 . The samples were slightly oversized so that it was a tight seal between the
cell and the sample . The whole cell with the sample was placed in a hot cabinet .
5 – 5 . 9 mm . The pipe samples were fitted into the pressure cell as shown in Fig
. 2 . The samples were slightly oversized so that it was a tight seal between the
cell and the sample . The whole cell with the sample was placed in a hot cabinet .
Page 9
permeation coefficients are almost identical which indicate that they are
independent of the partial pressures of the gases . water ... Unlike carbon dioxide
and methane , the permeation coefficient of water decreased with increasing
pressure .
permeation coefficients are almost identical which indicate that they are
independent of the partial pressures of the gases . water ... Unlike carbon dioxide
and methane , the permeation coefficient of water decreased with increasing
pressure .
Page 431
Undeformed Meshes Contact Pressure ( Pa ) - Rotation angle 10 . 6 degrees
Figure 6c Deformed vs . Non - deformed Meshes of Bellmouth Contact ( rotation =
10 . 6° ) Figure 7b Contact Pressure due to Curved Arches Contact ( rotation = 10
.
Undeformed Meshes Contact Pressure ( Pa ) - Rotation angle 10 . 6 degrees
Figure 6c Deformed vs . Non - deformed Meshes of Bellmouth Contact ( rotation =
10 . 6° ) Figure 7b Contact Pressure due to Curved Arches Contact ( rotation = 10
.
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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