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 117
MESH IDEALIZATION OF THE TEST MODEL strain is estimated by applying the
measured welding condition shown in Table 2 and the thermal efficiency of CO2
arc welding , 0 . 77 ( SR237 , 2000 ) . Heat input ratio for each plate by fillet weld
...
MESH IDEALIZATION OF THE TEST MODEL strain is estimated by applying the
measured welding condition shown in Table 2 and the thermal efficiency of CO2
arc welding , 0 . 77 ( SR237 , 2000 ) . Heat input ratio for each plate by fillet weld
...
Page 232
By using this formula , the depth of a ductile crack can be estimated from the
length of crack , thickness of plate and loading ... A simplified method to estimate
the critical strain at fracture was discussed on the basis of a modified Denys
model .
By using this formula , the depth of a ductile crack can be estimated from the
length of crack , thickness of plate and loading ... A simplified method to estimate
the critical strain at fracture was discussed on the basis of a modified Denys
model .
Page 328
riser with m = 5 Relative 085 458 Peak period 0 : 25 Scatter diagram analysis A
more accurate estimate of wave - induced fatigue damage ... The fatigue life -
times estimated based on the two different SN - curves are summarized in Table
3 .
riser with m = 5 Relative 085 458 Peak period 0 : 25 Scatter diagram analysis A
more accurate estimate of wave - induced fatigue damage ... The fatigue life -
times estimated based on the two different SN - curves are summarized in Table
3 .
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analysis anchor applied assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defects deformation depth determined developed direction displacement distribution dynamic effect element Engineering equation estimated evaluation factor failure fatigue field Figure finite element flexible fracture function geometry given Grade heat increase initial installation insulation integrity International joint length limit load locations material maximum mean measured mechanical method mooring observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability represent residual resistance respectively riser rope safety shown shows side simulation solution specimens stage standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium uncertainties variable weld