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 42
... concrete coating contractors , it was agreed to keep on using un - slotted concrete coating for most cases . There is still evidence of the importance of the subject in the design , as evidenced by Lund ( 1992 ) and Anselmi and Bruschi ...
... concrete coating contractors , it was agreed to keep on using un - slotted concrete coating for most cases . There is still evidence of the importance of the subject in the design , as evidenced by Lund ( 1992 ) and Anselmi and Bruschi ...
Page 44
... concrete cracking and slipping due to overcoming of maximum shear transfer capacity , still the concrete jacket maintaining a certain integrity , would further reduce the effect of additional stiffness and , as consequence , of strain ...
... concrete cracking and slipping due to overcoming of maximum shear transfer capacity , still the concrete jacket maintaining a certain integrity , would further reduce the effect of additional stiffness and , as consequence , of strain ...
Page 50
... concrete on the compressive side to follow the deformation of steel , resulting in a shift of the concrete edge towards the field joint . On the tensile side , the opposite process should take place , giving a shift of the concrete edge ...
... concrete on the compressive side to follow the deformation of steel , resulting in a shift of the concrete edge towards the field joint . On the tensile side , the opposite process should take place , giving a shift of the concrete edge ...
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