Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 23
Page 40
... Plastic Buckling of Long Cylindrical Shells Under Pure Bending " , Int'l J. Solids and Structures , Vol . 16 , pp . 397-407 . Hill , R. , 1958 , " A General Theory of Uniqueness and Stability in Elastic - Plastic Solids " , J. Mech ...
... Plastic Buckling of Long Cylindrical Shells Under Pure Bending " , Int'l J. Solids and Structures , Vol . 16 , pp . 397-407 . Hill , R. , 1958 , " A General Theory of Uniqueness and Stability in Elastic - Plastic Solids " , J. Mech ...
Page 48
... plastic collapse calculations to be performed , the exact formulations and assumptions differ . Recognizing these problems , various groups are currently engaged in either refining the fracture and plastic collapse models , or ...
... plastic collapse calculations to be performed , the exact formulations and assumptions differ . Recognizing these problems , various groups are currently engaged in either refining the fracture and plastic collapse models , or ...
Page 52
... plastic collapse and by unstable fracture . The limit state can , however , be set up in terms of plastic collapse alone , using the appropriate solutions for pipeline girth welds . In this way , partial safety factors pertaining a ...
... plastic collapse and by unstable fracture . The limit state can , however , be set up in terms of plastic collapse alone , using the appropriate solutions for pipeline girth welds . In this way , partial safety factors pertaining a ...
Other editions - View all
Common terms and phrases
addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld