Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 310
100 R TABLE 6 MECHANICAL PROPERTIES OF WELDED JOINTS Tensile properties Charpy impact properties Heat Absorbed energy ( J ) input TS Location Temp . ( kJ / mm ) ( MPa ) of rupture ( C ) WM CG HAZ SC HAZ 2mm HAZ 500Y 2504 0.8 DI 574 +25 ...
100 R TABLE 6 MECHANICAL PROPERTIES OF WELDED JOINTS Tensile properties Charpy impact properties Heat Absorbed energy ( J ) input TS Location Temp . ( kJ / mm ) ( MPa ) of rupture ( C ) WM CG HAZ SC HAZ 2mm HAZ 500Y 2504 0.8 DI 574 +25 ...
Page 45
... Embedment length of pile = Meter Newton - meter = Pull - out ( tensile ) capacity of the Pile = Pull out strength of concrete Uplift force per unit width of the ice plate in Nevel's equation Radius of pile = Laplace Transform = Time ...
... Embedment length of pile = Meter Newton - meter = Pull - out ( tensile ) capacity of the Pile = Pull out strength of concrete Uplift force per unit width of the ice plate in Nevel's equation Radius of pile = Laplace Transform = Time ...
Page 47
The tensile force of the anchor bolt is replaced by the reactive force of the pile as a result of the hydrostatic ( upward ) pressure on the ice plate . 4. The pull out forces in the anchor bolt case and the ice - pile case act in ...
The tensile force of the anchor bolt is replaced by the reactive force of the pile as a result of the hydrostatic ( upward ) pressure on the ice plate . 4. The pull out forces in the anchor bolt case and the ice - pile case act in ...
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Contents
FATIGUE AND DEFORMATION | 1 |
Determination of Recovery Length in Spiral Strands | 9 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
Copyright | |
36 other sections not shown
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Common terms and phrases
analysis applied assessment bending calculated compared composition constant corrosion crack growth CTOD curve cycles deformation dependence deposit depth determined developed distribution effect elastic electrode Engineering environment equation experimental factor failure fatigue crack ferrite Figure finite element fracture geometry given grain heat higher hydrogen increase indicate initial International joints length limit load lower material mean measured Mechanics method microstructure nitrogen notch observed obtained occur Offshore operating oxygen parameters performed phase pipe plastic plate predictions present pressure problems procedure produced propagation properties protection range ratio reduced region Research residual respectively sea water shown shows simulated specimens standard steel strain strength stress structures surface Table temperature tensile thickness toughness tubular joints values weld metal wire yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1994 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791812669, 9780791812662 |
| Export Citation | BiBTeX EndNote RefMan |