Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 22
If we assume the stress intensity factor for a growing fatigue crack to be 2 - dimensional finite element analyses of weld geometries . In Figs . 1 and 2 are shown graphs for weld root and toe failure analysis respectively .
If we assume the stress intensity factor for a growing fatigue crack to be 2 - dimensional finite element analyses of weld geometries . In Figs . 1 and 2 are shown graphs for weld root and toe failure analysis respectively .
Page 361
The addition of alloying elements is optimized through a computerized statistical analysis , involving all needed properties , strength , toughness and weldability . This optimisation is achieved by computer calculation using a programm ...
The addition of alloying elements is optimized through a computerized statistical analysis , involving all needed properties , strength , toughness and weldability . This optimisation is achieved by computer calculation using a programm ...
Page 730
... as shown in Figure 6 . Scatter diagrams of crack length and depth which would cause failure before the end of the planned service were prepared. The analysis showed that, in the case in question, short defects can be eliminated ...
... as shown in Figure 6 . Scatter diagrams of crack length and depth which would cause failure before the end of the planned service were prepared. The analysis showed that, in the case in question, short defects can be eliminated ...
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Contents
THICKNESS EFFECTS | 1 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Thickness Weld Profile and Initial Flaw Considerations for Tubular Joints | 39 |
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Common terms and phrases
alloy analysis applied base behaviour bending calculated carried compared composition concrete Conference constant corrosion crack growth CTOD curve cycles defect depth determined developed distribution effect element energy Engineering equation experimental fabrication factor failure fatigue crack Figure fracture function geometry given grade grain heat higher improved increase indicated influence initiation input inspection International length limited load lower material mean measured mechanical method microstructure normal notch observed obtained occur Offshore parameters performed pipe plate potential predicted present procedure production properties protection range ratio reduced region Research shown shows specimens standard steel strain strength stress stress intensity factor stress range structure surface Table temperature tensile thickness toughness tubular joints values weld metal weld toe welded joints wide plate yield strength
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |