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 176
... length of 391 mm . Figures 7 ( a ) and ( b ) show the relationships between the axial flaw length and hoop stress for LBB for the X65 and X80 line pipes , respectively . In these figures , the x - axis is the length Total length of ...
... length of 391 mm . Figures 7 ( a ) and ( b ) show the relationships between the axial flaw length and hoop stress for LBB for the X65 and X80 line pipes , respectively . In these figures , the x - axis is the length Total length of ...
Page 310
Table 1 - Number of crack length measurements , C2.1 specimen Diagonal plate B 11 6 A C 17 14 D G 13 10 E 323 3 15 3 F 11 8 H 3 5805 5 8 5 Crack length [ mm ] 700 B inside 600 G inside F outside 500 400 300 F inside -Coutside C inside G ...
Table 1 - Number of crack length measurements , C2.1 specimen Diagonal plate B 11 6 A C 17 14 D G 13 10 E 323 3 15 3 F 11 8 H 3 5805 5 8 5 Crack length [ mm ] 700 B inside 600 G inside F outside 500 400 300 F inside -Coutside C inside G ...
Page 610
... length 7.5 0.45 2.0 Becher & Hansen [ 27 ] Depth 7 2.18 0 Lack of fusion Tubular joints Length 3.41 2.14 0 UT Depth for 1.9 Lack of penetration Depth 8.13 2.76 0 Burdekin & Townend [ 43 ] km welds Length 3.61 3.65 0 Kountouris and Baker ...
... length 7.5 0.45 2.0 Becher & Hansen [ 27 ] Depth 7 2.18 0 Lack of fusion Tubular joints Length 3.41 2.14 0 UT Depth for 1.9 Lack of penetration Depth 8.13 2.76 0 Burdekin & Townend [ 43 ] km welds Length 3.61 3.65 0 Kountouris and Baker ...
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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