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 MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone