Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 460
The typical appearance of corrosion fatigue cracks is shown in Figure 4. The fatigue cracks are : ( 1 ) perpendicular to the stress , therefore , in drill pipe they are almost always circumferential ; ( 2 ) single and straight ...
The typical appearance of corrosion fatigue cracks is shown in Figure 4. The fatigue cracks are : ( 1 ) perpendicular to the stress , therefore , in drill pipe they are almost always circumferential ; ( 2 ) single and straight ...
Page 471
The gradient of the curves and the corrosion fatigue strength increase with increasing pH of 3.5 % NaCl aqueous solution . The fatigue limits of A , B material and raw material are not almost distinct in 3.5 % NaCl aqueous solution at ...
The gradient of the curves and the corrosion fatigue strength increase with increasing pH of 3.5 % NaCl aqueous solution . The fatigue limits of A , B material and raw material are not almost distinct in 3.5 % NaCl aqueous solution at ...
Page 472
Fig.10 shows the corrosion pit of the specimen ( A material ) under various condition of pH . The corrosion pit which is created in the surface of the specimen is found in 3.5 % NaCl aqueous solution at pH 6,4 and 2 , and the unevenness ...
Fig.10 shows the corrosion pit of the specimen ( A material ) under various condition of pH . The corrosion pit which is created in the surface of the specimen is found in 3.5 % NaCl aqueous solution at pH 6,4 and 2 , and the unevenness ...
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Contents
ADVANCED COMPOSITES | 1 |
A Study of the MultiLayered GRP Composite Cylindrical Vessel | 13 |
Resistance of Composite Structures to Impact Loads | 19 |
Copyright | |
32 other sections not shown
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Common terms and phrases
analysis applied areas assessment base bending brittle calculated carbon carried Charpy chemical coarse grained compared composite concrete considered cooling crack tip critical CTOD curve cycles defect depth determined developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture mechanics fracture toughness fusion geometry growth hardness heat input higher impact increase initiation length load lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore offshore structures parameters performed plastic plate position present pressure problem procedure production properties range reduced region Research respectively sampled shown shows significant simulated specification specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thickness tubular values weld metal welded joints weldments wide yield zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |