Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 233
... mean stresses are assumed to be the mean nominal principal stress and they do not relax . Results for this analysis are shown in Fig . 3. An order of magnitude difference in life is noted for in - phase and out - of - phase loading ...
... mean stresses are assumed to be the mean nominal principal stress and they do not relax . Results for this analysis are shown in Fig . 3. An order of magnitude difference in life is noted for in - phase and out - of - phase loading ...
Page 280
... mean fatigue limit lies within a band either side of the sample mean which is ± 8.4 % of the mean wide . These limits are shown in Figure 3. The accuracy of the photoelastic technique has been discussed in detail elsewhere ( 14 ) ...
... mean fatigue limit lies within a band either side of the sample mean which is ± 8.4 % of the mean wide . These limits are shown in Figure 3. The accuracy of the photoelastic technique has been discussed in detail elsewhere ( 14 ) ...
Page 421
... mean S - N curves · 400 350 300 280 260 240 220 200 180 160 140 120 100 90 O Normalized 80 Controlled rolled O Accelerated cooled 70 60 Mean S - N curve ( CS.M. ) Mean S - N curve ( Vosikovsky ) F - mean curve 50 Stress range , MPa 400 ...
... mean S - N curves · 400 350 300 280 260 240 220 200 180 160 140 120 100 90 O Normalized 80 Controlled rolled O Accelerated cooled 70 60 Mean S - N curve ( CS.M. ) Mean S - N curve ( Vosikovsky ) F - mean curve 50 Stress range , MPa 400 ...
Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
Low Cost Manufacturing Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
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applied as-welded ASTM axial load behaviour bending brace calculated components Composite Materials compression concrete Conoco Inc corrosion rate crack depth crack propagation CTOD cycles damage delamination developed elastomer Engineering experimental failure fatigue design fatigue limit fatigue strength fatigue tests finite element analysis forged nodes fracture mechanics fracture toughness geometry hot spot stress intersection laminate Marine matrix maximum mean stress method mode modulus nominal notch obtained offshore structures parameters performance pipe plate thickness platform pre-load predicted pressure principal stress properties pultrusion ratio rebar reinforcement resin resistance ring stiffened riser rubber S-N curve seal shear stress shell elements shown in Figure specimens steel stiffness strain stress analysis stress concentration stress concentration factor stress intensity factor stress range surface crack T-joint Table technique tensile tension thickness effect threaded joint tube tubular joints weld profile weld toe welded joints yield strength zone