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 193
... respectively . The bending angle of the pipes was approximately 1 degree . In these figures , the lines and plots represent the results of the analyses and the full- scale experiments , respectively . The residual strains in the ...
... respectively . The bending angle of the pipes was approximately 1 degree . In these figures , the lines and plots represent the results of the analyses and the full- scale experiments , respectively . The residual strains in the ...
Page 194
... respectively . Figures 18 and 19 show the relationship between 2 and 0 for Pipes A and B , respectively . Emax and a constantly increased with increasing for both pipes . This trend was in good agreement with the experimental results in ...
... respectively . Figures 18 and 19 show the relationship between 2 and 0 for Pipes A and B , respectively . Emax and a constantly increased with increasing for both pipes . This trend was in good agreement with the experimental results in ...
Page 380
... respectively . The range angle pe of the element equals . - . Let ĝo be the coordinate variable of the local coordinate system with the origin located at node 1 of the element . Also let the range of the natural coordinate & be 0. ≤ 1 ...
... respectively . The range angle pe of the element equals . - . Let ĝo be the coordinate variable of the local coordinate system with the origin located at node 1 of the element . Also let the range of the natural coordinate & be 0. ≤ 1 ...
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alloys analysis applied approximately assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defect deformation depth determined developed direction distribution effect element Engineering equation estimated evaluation experience factor failure fatigue field Figure flaw flexible fracture function geometry given Grade heat higher hydrogen important increase initial installation insulation integrity International joint length limit load locations lower material maximum mean measured mechanical method observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability residual resistance respectively riser rope safety samples shown shows side simulation solution specimens standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium toughness uncertainties variables weld