Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 32
Page 131
FRACTURE TOUGHNESS SUF steel plate with thickness of 38mm ( 6mm for
each surface layer , 26mm for mid - section ) for low temperature ( JIS SLA 37 )
was used for the investigation of fracture toughness . Specimens with thickness of
...
FRACTURE TOUGHNESS SUF steel plate with thickness of 38mm ( 6mm for
each surface layer , 26mm for mid - section ) for low temperature ( JIS SLA 37 )
was used for the investigation of fracture toughness . Specimens with thickness of
...
Page 136
1 hours and 1 . 3 x 103 cycles ( as shown in Fig . 20 ) . From the above results ,
Nc of S2 ( surface layer ) specimen was presumed to be about 48 times that of C2
( mid - section part ) specimen . Surtace layer Mid - section JS 60 = 36 mm ) 389 ...
1 hours and 1 . 3 x 103 cycles ( as shown in Fig . 20 ) . From the above results ,
Nc of S2 ( surface layer ) specimen was presumed to be about 48 times that of C2
( mid - section part ) specimen . Surtace layer Mid - section JS 60 = 36 mm ) 389 ...
Page 257
Passive damping treatments consisting of viscoelastic layers sandwiched
between two composite layers are studied , with the upper layer serving as
constraining layer ( CL ) and the lower one as spacer ( or standoff ) layer ( SL ) .
CL and SL ...
Passive damping treatments consisting of viscoelastic layers sandwiched
between two composite layers are studied , with the upper layer serving as
constraining layer ( CL ) and the lower one as spacer ( or standoff ) layer ( SL ) .
CL and SL ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
45 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield