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 199
External pipeline coating refurbishment , by virtue of the field environment in which the process is undertaken , is likely to promote the presence of contamination on the " cleaned " pipe surface . Apart from generalities on the ...
External pipeline coating refurbishment , by virtue of the field environment in which the process is undertaken , is likely to promote the presence of contamination on the " cleaned " pipe surface . Apart from generalities on the ...
Page 225
EFFECTS OF SURFACE PREPARATION AND COATINGS ON SCC SUSCEPTIBILITY OF LINE PIPE PHASE 2 - FIELD STUDIES John A. ... of the various coatings , namely , ( 1 ) resistance of a coating to disbonding , ( 2 ) the ability of a coating to pass ...
EFFECTS OF SURFACE PREPARATION AND COATINGS ON SCC SUSCEPTIBILITY OF LINE PIPE PHASE 2 - FIELD STUDIES John A. ... of the various coatings , namely , ( 1 ) resistance of a coating to disbonding , ( 2 ) the ability of a coating to pass ...
Page 226
The majority of FBE coatings are applied in coating mills over grit - blasted surfaces while the older coatings were ... Results of Phase 2 , which focused on samples obtained from coating mills , is the subject of this paper .
The majority of FBE coatings are applied in coating mills over grit - blasted surfaces while the older coatings were ... Results of Phase 2 , which focused on samples obtained from coating mills , is the subject of this paper .
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield