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 318
... resistance R , ( = T1 ) of the anchor . The installation anchor resistance R , is expressed as a function of the design line tension Tɑ in Eq . ( 2 ) for the respective limit states and consequence classes . With the requirement that ...
... resistance R , ( = T1 ) of the anchor . The installation anchor resistance R , is expressed as a function of the design line tension Tɑ in Eq . ( 2 ) for the respective limit states and consequence classes . With the requirement that ...
Page 319
... resistance are given in Table 2 . Factors of safety for drag anchors are defined as anchor holding capacity divided by maximum anchor load . This implies that the specified total safety factors are associated with a variable amount of ...
... resistance are given in Table 2 . Factors of safety for drag anchors are defined as anchor holding capacity divided by maximum anchor load . This implies that the specified total safety factors are associated with a variable amount of ...
Page 347
... resistance X Compression creep X X X Impact resistance 10 X X Density X X X X Dimensional stability X Hydrostatic creep X X Fatigue resistance ' X X XX Friction properties for external coatings 8,10 X X Shear strength , modulus , strain ...
... resistance X Compression creep X X X Impact resistance 10 X X Density X X X X Dimensional stability X Hydrostatic creep X X Fatigue resistance ' X X XX Friction properties for external coatings 8,10 X X Shear strength , modulus , strain ...
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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