Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 121
16 DISTRIBUTIONS OF CURVATURE FOR SPECIMENS LSSO2 , NOM AND LSS50 7.5 Effect of Strength and Stiffness of the ... These effects are expected to be dominant in producing geometrical distortion of the pipe cross section which is the basis ...
16 DISTRIBUTIONS OF CURVATURE FOR SPECIMENS LSSO2 , NOM AND LSS50 7.5 Effect of Strength and Stiffness of the ... These effects are expected to be dominant in producing geometrical distortion of the pipe cross section which is the basis ...
Page 122
thermal effect that is assumed for the design conditions for this pipe ( 0.28Fy ) . It is also of approximately the same magnitude as the Poisson's ratio effect ( 0.22Fy ) . Consequently , the catenary axial force effect is not ...
thermal effect that is assumed for the design conditions for this pipe ( 0.28Fy ) . It is also of approximately the same magnitude as the Poisson's ratio effect ( 0.22Fy ) . Consequently , the catenary axial force effect is not ...
Page 321
Fig.6 Effect of niobium content on mechanical properties of TMCP plates . 3. HIGH - NIOBIUM BEARING STEEL AS BASE MATERIAL Nb free Nb : 0.045 % it was Nb : 0.091 % : Nb : 0.124 % were vacuum20m 3.1 Effect of Niobium Content on Steel ...
Fig.6 Effect of niobium content on mechanical properties of TMCP plates . 3. HIGH - NIOBIUM BEARING STEEL AS BASE MATERIAL Nb free Nb : 0.045 % it was Nb : 0.091 % : Nb : 0.124 % were vacuum20m 3.1 Effect of Niobium Content on Steel ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
12 other sections not shown
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Common terms and phrases
additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
| Export Citation | BiBTeX EndNote RefMan |