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 123
PLATE ONLY Crack profiles were accurately measured by beachmarking ( 10 ) and are also presented in Table 1. Three - dimensional finite element fracture mechanics calculations were carried out to determine the stress intensity factors ...
PLATE ONLY Crack profiles were accurately measured by beachmarking ( 10 ) and are also presented in Table 1. Three - dimensional finite element fracture mechanics calculations were carried out to determine the stress intensity factors ...
Page 272
A slab with the chemical composition as shown in Table 2 was continuously cast , and control - rolled to a 50 mm thick plate followed by TMCP and tempering . Here TMCP refers to direct quenching . Tempering was performed at 550 ° C ...
A slab with the chemical composition as shown in Table 2 was continuously cast , and control - rolled to a 50 mm thick plate followed by TMCP and tempering . Here TMCP refers to direct quenching . Tempering was performed at 550 ° C ...
Page 618
TABLE 1 ( a ) CHEMICAL COMPOSITION AND MECHANICAL PROPERTIES OF NORMALISED STEEL TABLE 1 ( b ) Steel Code 4360 50E A 4360 50E B Steel Grade Procedure Type с Si Mn P S Ni V Nb N Al Mo CEV Yield Strength N / mm2 384 383 A 0.11 0.42 1.44 ...
TABLE 1 ( a ) CHEMICAL COMPOSITION AND MECHANICAL PROPERTIES OF NORMALISED STEEL TABLE 1 ( b ) Steel Code 4360 50E A 4360 50E B Steel Grade Procedure Type с Si Mn P S Ni V Nb N Al Mo CEV Yield Strength N / mm2 384 383 A 0.11 0.42 1.44 ...
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Contents
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield