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 57
Page 36
... given by the classical result Pc P1 = √ ( 1-12 ) ( 1-2 ) 2 (赤) E v2 ) 3 ( 1 ) where E and v are the material Young's modulus and Poisson's ratio , respectively ( see Timoshenko , 1933 ) . The corresponding buckling mode is represented ...
... given by the classical result Pc P1 = √ ( 1-12 ) ( 1-2 ) 2 (赤) E v2 ) 3 ( 1 ) where E and v are the material Young's modulus and Poisson's ratio , respectively ( see Timoshenko , 1933 ) . The corresponding buckling mode is represented ...
Page 149
... given in the following . Pipe Data : The pipeline data are given in Table 1 and in Figure 6. For this example , the design pipe displacement limits are : 20 ft and 40 ft . 20 - ft is the displace- ment limit for the base case design ...
... given in the following . Pipe Data : The pipeline data are given in Table 1 and in Figure 6. For this example , the design pipe displacement limits are : 20 ft and 40 ft . 20 - ft is the displace- ment limit for the base case design ...
Page 150
... given in Table 5. The currents given in this table are the currents associated with the extreme wave heights , and are not the extreme cur- rents ( 5 - year or 100 - year ) that are normally used in conventional design . The results for ...
... given in Table 5. The currents given in this table are the currents associated with the extreme wave heights , and are not the extreme cur- rents ( 5 - year or 100 - year ) that are normally used in conventional design . The results for ...
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