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 194
This trend was in good agreement with the experimental results in particular for
Pipe B . Longitudinal direction Figures 14 and 15 show the experimental and
analytical results of the residual strain distributions in the longitudinal direction at
a ...
This trend was in good agreement with the experimental results in particular for
Pipe B . Longitudinal direction Figures 14 and 15 show the experimental and
analytical results of the residual strain distributions in the longitudinal direction at
a ...
Page 250
Therefore , the residual stress can be evaluated by analyzing the residual - stress
- induced normal load . The detailed changes in contact morphology can be
explained from the schematic diagram shown in Fig . 3 ( a ) and ( b ) . The
residual ...
Therefore , the residual stress can be evaluated by analyzing the residual - stress
- induced normal load . The detailed changes in contact morphology can be
explained from the schematic diagram shown in Fig . 3 ( a ) and ( b ) . The
residual ...
Page 253
So , it could be recognized that , post weld heat treatment is very effective in
relaxing residual stresses . + before PWHT after PWHT Residual Stress ( MPa )
Testing Procedure In order to evaluate the residual stress of the weldment , two
kinds ...
So , it could be recognized that , post weld heat treatment is very effective in
relaxing residual stresses . + before PWHT after PWHT Residual Stress ( MPa )
Testing Procedure In order to evaluate the residual stress of the weldment , two
kinds ...
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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