Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 68
Page 158
... solution was investigated . The solution was based on an elastic pipeline embedded in an elastic - perfectly plastic soil . Hence , a solution was developed that included all the major variables . A schematic representation of the ...
... solution was investigated . The solution was based on an elastic pipeline embedded in an elastic - perfectly plastic soil . Hence , a solution was developed that included all the major variables . A schematic representation of the ...
Page 277
... solution 48 hrs 65 ° C -1.5 1.5 mm # 1 3 % solution 48 hrs 110 ° C -1.5 3.5 mm # 2 3 % solution 48 hrs 90 ° C -1.5 1.5 mm # 1 2 % strain 48 hrs 110 ° C -1.5 3.0 mm 3 % solution # 2 2 % strain 48 hrs 90 ° C -1.5 2.5 mm 3 % solution # 1 2 ...
... solution 48 hrs 65 ° C -1.5 1.5 mm # 1 3 % solution 48 hrs 110 ° C -1.5 3.5 mm # 2 3 % solution 48 hrs 90 ° C -1.5 1.5 mm # 1 2 % strain 48 hrs 110 ° C -1.5 3.0 mm 3 % solution # 2 2 % strain 48 hrs 90 ° C -1.5 2.5 mm 3 % solution # 1 2 ...
Page 333
... solution : Test solution Specimen Hydrogen sulfide 5 % NaCl + 0.5 % acetic acid solution saturated with H , S pH of solution : 35-3.8 Temperature of solution : 25 23 ° C STANDARD FORM OF IMMERSION TESTS IN BP OR NACE SOLUTIONS . SOLUTION ...
... solution : Test solution Specimen Hydrogen sulfide 5 % NaCl + 0.5 % acetic acid solution saturated with H , S pH of solution : 35-3.8 Temperature of solution : 25 23 ° C STANDARD FORM OF IMMERSION TESTS IN BP OR NACE SOLUTIONS . SOLUTION ...
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone