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 220
... solution Closed Form Approximate Solution N As mentioned above , we can provide Sco ( i - 1 ) = 1.0 and rewrite Sco ( 1 ) as ScoN , then a closed form solution can be obtained as Eq . ( 19 ) , which turns to be an accurate approximate ...
... solution Closed Form Approximate Solution N As mentioned above , we can provide Sco ( i - 1 ) = 1.0 and rewrite Sco ( 1 ) as ScoN , then a closed form solution can be obtained as Eq . ( 19 ) , which turns to be an accurate approximate ...
Page 373
... solution similar to the time - element by time - element solution procedure of the previous algorithm is first carried out . Since no rotational DOF is assigned to the Lagrange DQ model , the DOF as- signed to the second node is used to ...
... solution similar to the time - element by time - element solution procedure of the previous algorithm is first carried out . Since no rotational DOF is assigned to the Lagrange DQ model , the DOF as- signed to the second node is used to ...
Page 527
... solution . For comparison , this My solution was also used in the calculation of AK to predict fatigue crack growth in the girth - welded specimens . The results are included in Fig . 2 , referred as Pang . It was assumed that this solution ...
... solution . For comparison , this My solution was also used in the calculation of AK to predict fatigue crack growth in the girth - welded specimens . The results are included in Fig . 2 , referred as Pang . It was assumed that this solution ...
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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