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 127
A - HAZ Weld metal البیلیییلیییلیییلیییلییی Round bar tensile
specimens were extracted from transition region in the transverse direction .
Almost flat distribution of yield and tensile strength is shown in the transition
region between ...
A - HAZ Weld metal البیلیییلیییلیییلیییلییی Round bar tensile
specimens were extracted from transition region in the transverse direction .
Almost flat distribution of yield and tensile strength is shown in the transition
region between ...
Page 230
For a displacement of d = 2mm , the difference in strain distribution between
Steels B and C is shown . ... disappears and strain distributes uniformly for the
distances greater than 50mm ; this is similar to the experimental results shown in
Figs .
For a displacement of d = 2mm , the difference in strain distribution between
Steels B and C is shown . ... disappears and strain distributes uniformly for the
distances greater than 50mm ; this is similar to the experimental results shown in
Figs .
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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