Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 3American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 259
... specimens did not fail . As with the tensile tests , ANOVA was used to check for statistically significant ... specimens . For the 8 ply specimens , the percent difference in the average flexural modulus of the aged and as - cured ...
... specimens did not fail . As with the tensile tests , ANOVA was used to check for statistically significant ... specimens . For the 8 ply specimens , the percent difference in the average flexural modulus of the aged and as - cured ...
Page 495
... Specimen T5 : The behaviour of Specimen T5 was significantly different from the other T specimens in one respect : This was the only T specimen to display brace cracking , which remained undetected prior to N , ( B ) with no through ...
... Specimen T5 : The behaviour of Specimen T5 was significantly different from the other T specimens in one respect : This was the only T specimen to display brace cracking , which remained undetected prior to N , ( B ) with no through ...
Page 498
... specimens are presented together in Figure 8. The rate of surface crack growth was largely linear with the exceptions of Specimens T3 and T5 in particular , which both showed a deceleration in growth at about 60 % N , ( C ) . Growth ...
... specimens are presented together in Figure 8. The rate of surface crack growth was largely linear with the exceptions of Specimens T3 and T5 in particular , which both showed a deceleration in growth at about 60 % N , ( C ) . Growth ...
Contents
CODES AND STANDARDS | 1 |
EFFECT OF WELDING PARAMETERS ON JOINT PROPERTIES | 35 |
UNDERWATER WELDING AND REPAIR | 85 |
Copyright | |
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a'-martensite analysis applied as-welded assessment austenite Axial tension base metal behaviour bending brace brittle butt welds cathodic protection CFRC chord crack cold-rolling composition corrosion corrosion fatigue crack depth crack growth rates crack initiation crack tip cracked joints CTOD curve cycles defects effect electrode Engineering equations evaluation experimental failure fatigue crack growth fatigue tests ferrite Figure fracture mechanics fracture toughness geometry heat affected zone heat treatment high strength steels hydrogen increased inspection martensite material measured microstructure mis-match notch offshore structures parameters performance pipe predicted pressure procedure PWHT ratio reduced residual stresses riser root S-N curves saddle seawater shielding gas shown simulation specimens static strength stiffened joints stress intensity factor surface crack Table temperature tensile thickness titanium alloys tubular joints ultrasonic unstiffened values weld joint weld metal weld toe weldments wide plates yield strength