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 35
Changing the overall weld angle within the normal values used for welds , however , only of minor influence . Figure 13 gives data from specimens with weld angles of 70 ° and 45 ° tested in air well as in seawater .
Changing the overall weld angle within the normal values used for welds , however , only of minor influence . Figure 13 gives data from specimens with weld angles of 70 ° and 45 ° tested in air well as in seawater .
Page 36
However , it should be noted that the measured hot spot strain range of the improved weld profile was considerably lower than that of the normal profile ( figure 16 ) . This means that the results are given with the nominal stress range ...
However , it should be noted that the measured hot spot strain range of the improved weld profile was considerably lower than that of the normal profile ( figure 16 ) . This means that the results are given with the nominal stress range ...
Page 591
BASIC MECHANICAL PROPERTIES OF NORMAL AND HIGH STRENGTH CONCRETE AT LOW TEMPERATURE G. C. Lee , T. S. Shih ... 100 % relative humidity from the time of molding until testing under normal temperature or until placing the specimens into ...
BASIC MECHANICAL PROPERTIES OF NORMAL AND HIGH STRENGTH CONCRETE AT LOW TEMPERATURE G. C. Lee , T. S. Shih ... 100 % relative humidity from the time of molding until testing under normal temperature or until placing the specimens into ...
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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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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 |