Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 29
... CNOOC LIMITED Beijing 100027 China Menglan Duan R & D Center , China
Classification Society , Beijing 100006 China ABSTRACT A dynamic vibration
model for ice - structure interaction is developed on the basis of Sodhi ' s work .
... CNOOC LIMITED Beijing 100027 China Menglan Duan R & D Center , China
Classification Society , Beijing 100006 China ABSTRACT A dynamic vibration
model for ice - structure interaction is developed on the basis of Sodhi ' s work .
Page 79
The model is developed by solving an inhomogeneous ordinary differential
equation and associated initial conditions . An inhomogeneity factor ,
representing the energy re - distribution inside the system caused by the internal
temperature ...
The model is developed by solving an inhomogeneous ordinary differential
equation and associated initial conditions . An inhomogeneity factor ,
representing the energy re - distribution inside the system caused by the internal
temperature ...
Page 90
Against this background , a deepwater riser design methodology has been
developed that offers the following : The ... all critical design , operational and
installation criteria and to develop a document that defines these requirements as
they ...
Against this background , a deepwater riser design methodology has been
developed that offers the following : The ... all critical design , operational and
installation criteria and to develop a document that defines these requirements as
they ...
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Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
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analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle