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 13
Page 26
... buckle ( mm ) 20 40 60 60 80 80 25 50 75 0 100 125 1400 maximum amplitude of buckle ( mm ) Fig . 7 : Variation of the buckle amplitude with temperature - Test 1 . 2500 3600 4700 total length of buckle ( m.m. ) 5800 6900 Fig . 10 ...
... buckle ( mm ) 20 40 60 60 80 80 25 50 75 0 100 125 1400 maximum amplitude of buckle ( mm ) Fig . 7 : Variation of the buckle amplitude with temperature - Test 1 . 2500 3600 4700 total length of buckle ( m.m. ) 5800 6900 Fig . 10 ...
Page 27
... buckle travel : prop height = 15.7mm . 0 1400 2500 3600 4700 5800 6900 total length of buckle ( m.m. ) Fig . 12 : Variation of total buckle length with temperature from test 2 compared with theory . temperature rise above ambient ( deg ...
... buckle travel : prop height = 15.7mm . 0 1400 2500 3600 4700 5800 6900 total length of buckle ( m.m. ) Fig . 12 : Variation of total buckle length with temperature from test 2 compared with theory . temperature rise above ambient ( deg ...
Page 28
... buckle after ' snap ' , for 2 , 3.8 and 7.7mm prop heights ( with the latter two cases to be reported elsewhere ) had short buckle lengths and low amplitudes when compared to the theoretical profiles . With further increases in ...
... buckle after ' snap ' , for 2 , 3.8 and 7.7mm prop heights ( with the latter two cases to be reported elsewhere ) had short buckle lengths and low amplitudes when compared to the theoretical profiles . With further increases in ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
14 other sections not shown
Other editions - View all
Common terms and phrases
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