Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
From inside the book
Results 1-3 of 78
Page 45
... predicted life , but distinct critical regions ) : the predicted life of the studless chain link was 1,5 higher than for the stud chain link . However , the elastoplastic models present a very distinct behavior : the predicted life for ...
... predicted life , but distinct critical regions ) : the predicted life of the studless chain link was 1,5 higher than for the stud chain link . However , the elastoplastic models present a very distinct behavior : the predicted life for ...
Page 489
... predicted almost identical results . In Figure 7 for the case b < a the Paris - Erdogan relation ( Equation 1 with AKth = 0 ) is shown to grossly underestimate the fatigue life . Considering the scatter in the experimental data , an ...
... predicted almost identical results . In Figure 7 for the case b < a the Paris - Erdogan relation ( Equation 1 with AKth = 0 ) is shown to grossly underestimate the fatigue life . Considering the scatter in the experimental data , an ...
Page 689
... prediction , the false - negative error rate is estimated to fall between 7 % and 25 % , so that even when the model predicts no jam , there can be up to a 25 % chance that a jam will form . Because false - negative errors are more ...
... prediction , the false - negative error rate is estimated to fall between 7 % and 25 % , so that even when the model predicts no jam , there can be up to a 25 % chance that a jam will form . Because false - negative errors are more ...
Other editions - View all
Common terms and phrases
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