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 581
The main part of this increase takes Furthermore , the effect of the low temperature upon the bond place in the temperature range from 20 to -120 ° С . For lower stress - slip curve is the most pronounced at a concrete age of ...
The main part of this increase takes Furthermore , the effect of the low temperature upon the bond place in the temperature range from 20 to -120 ° С . For lower stress - slip curve is the most pronounced at a concrete age of ...
Page 591
BASIC MECHANICAL PROPERTIES OF NORMAL AND HIGH STRENGTH CONCRETE AT LOW TEMPERATURE G. C. Lee , T. S. Shih , and K. C. Chang SUNY Buffalo Buffalo , New York Table 1 Mix Proportion for Concrete Air Content DARATARD Slump. ABSTRACT 1 .
BASIC MECHANICAL PROPERTIES OF NORMAL AND HIGH STRENGTH CONCRETE AT LOW TEMPERATURE G. C. Lee , T. S. Shih , and K. C. Chang SUNY Buffalo Buffalo , New York Table 1 Mix Proportion for Concrete Air Content DARATARD Slump. ABSTRACT 1 .
Page 607
SHIP COLLISION SAFETY INVESTIGATIONS OF CONCRETE PLATFORM SHAFTS Qian Jiaru , Li Xiaosong , and Chen Dan Tsinghua University Beijing , People's Republic of China THE SIGNIFICANCE OF LOCAL BRITTLE ZONES – A COMPARISON OF.
SHIP COLLISION SAFETY INVESTIGATIONS OF CONCRETE PLATFORM SHAFTS Qian Jiaru , Li Xiaosong , and Chen Dan Tsinghua University Beijing , People's Republic of China THE SIGNIFICANCE OF LOCAL BRITTLE ZONES – A COMPARISON OF.
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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 |