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 328
... damage is also performed based on a scatter diagram analysis . The expected fatigue life times for the 6 inch ... damage ( b ) in % Relative damage as a function of Wave Height and Peak Period . 6 " riser with m = 5 35 5 5 75 2 !! 13 ...
... damage is also performed based on a scatter diagram analysis . The expected fatigue life times for the 6 inch ... damage ( b ) in % Relative damage as a function of Wave Height and Peak Period . 6 " riser with m = 5 35 5 5 75 2 !! 13 ...
Page 546
... damage . Data were obtained by HSE from a research project reviewing damage to 174 installations over the period 1972-91 [ 9 ] . Details of 180 incidents leading to 105 repairs are given in Table 1 , below . This also shows that ...
... damage . Data were obtained by HSE from a research project reviewing damage to 174 installations over the period 1972-91 [ 9 ] . Details of 180 incidents leading to 105 repairs are given in Table 1 , below . This also shows that ...
Page 584
... damage is calculated using the design fatigue lives of members ( or individual welds if available ) . For example , for a Class W weld , the fatigue life is deemed to have been expended when the accumulated fatigue damage , S3N = 1.4 ...
... damage is calculated using the design fatigue lives of members ( or individual welds if available ) . For example , for a Class W weld , the fatigue life is deemed to have been expended when the accumulated fatigue damage , S3N = 1.4 ...
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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