Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 52
... shear forces for bending transfer ) In the following and in accordance with the suggestions from the model calibration , reference will be made to the assumption of maximum transition length equal to mid joint length . As regards the shear ...
... shear forces for bending transfer ) In the following and in accordance with the suggestions from the model calibration , reference will be made to the assumption of maximum transition length equal to mid joint length . As regards the shear ...
Page 149
... shear strength of 17.2 kPa . The yield stress , 1 , yield of the native soil is 43.0 kN / m2 , corresponding to an undrained shear strength of 21.5 kPa . The use of undrained shear strength and the elastic perfectly plastic model may be ...
... shear strength of 17.2 kPa . The yield stress , 1 , yield of the native soil is 43.0 kN / m2 , corresponding to an undrained shear strength of 21.5 kPa . The use of undrained shear strength and the elastic perfectly plastic model may be ...
Page 407
... shear area can be applied for shear forces . Axial stress . The axial stress follows from the axial force by : Fax = σας A ( 8 ) Hoop stress . The hoop stress varies with the fluid pressure according to : On = PD 2e ( 9 ) Shear stress . The ...
... shear area can be applied for shear forces . Axial stress . The axial stress follows from the axial force by : Fax = σας A ( 8 ) Hoop stress . The hoop stress varies with the fluid pressure according to : On = PD 2e ( 9 ) Shear stress . The ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone