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 49
Figure 8 illustrates the measured and simulated axial stress history for large
bending angles including hysteresis ( + 12deg ) . The measurements have been
used to update and calibrate the riser simulation model . A new model for the
shear ...
Figure 8 illustrates the measured and simulated axial stress history for large
bending angles including hysteresis ( + 12deg ) . The measurements have been
used to update and calibrate the riser simulation model . A new model for the
shear ...
Page 93
Distribution Fitness Method In the direct numerical simulation , the information in
samples could be not utilized fully since only two cases : Z < 0 or 20 are
considered . For the reason , statistical method should be introduced to make use
of the ...
Distribution Fitness Method In the direct numerical simulation , the information in
samples could be not utilized fully since only two cases : Z < 0 or 20 are
considered . For the reason , statistical method should be introduced to make use
of the ...
Page 647
This annual ice ridge loading frequency is estimated from field observations and
Monte Carlo simulations . Probabilistic Ice Load Simulation Framework A general
framework for conducting probabilistic simulation of ice loads is established to ...
This annual ice ridge loading frequency is estimated from field observations and
Monte Carlo simulations . Probabilistic Ice Load Simulation Framework A general
framework for conducting probabilistic simulation of ice loads is established to ...
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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