Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 142
... Element Method . Investigations using photoelastic models [ 6 , 7 ] and the finite element method [ 8 , 9 ] have revealed that the maximum local tensile stress near each tooth occurs in the fillet at the base of the loaded flank , and ...
... Element Method . Investigations using photoelastic models [ 6 , 7 ] and the finite element method [ 8 , 9 ] have revealed that the maximum local tensile stress near each tooth occurs in the fillet at the base of the loaded flank , and ...
Page 454
... element is assumed to be joining the two end nodes . Interpolation functions as- sociated with the linear Timoshenko beam theory in deri- ving the geometric non - linear beam element stiffness matrix is used . Using the Green's strain ...
... element is assumed to be joining the two end nodes . Interpolation functions as- sociated with the linear Timoshenko beam theory in deri- ving the geometric non - linear beam element stiffness matrix is used . Using the Green's strain ...
Page 547
... element calculus with variing values of the charac- teristics - matrix till a reasonable agreement between the measured and calculated average characteristics is reached . The finite - element model used in the calculations for the ...
... element calculus with variing values of the charac- teristics - matrix till a reasonable agreement between the measured and calculated average characteristics is reached . The finite - element model used in the calculations for the ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire