Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 62
... Figure 4 shows a mesh with 280 elements used in the preliminary study . A refined model shown in Figure 5 which do not include the portions of the clip beyond the hole region was then analyzed to obtain failure index . 19 mm 9.5 mm ...
... Figure 4 shows a mesh with 280 elements used in the preliminary study . A refined model shown in Figure 5 which do not include the portions of the clip beyond the hole region was then analyzed to obtain failure index . 19 mm 9.5 mm ...
Page 193
... Figure 3 that there was a progressive reduction in fatigue performance with increasing plate thickness . The regression analyses ( Table 4 ) were used to generate Figure 6 which presents relative fatigue strength as a function of plate ...
... Figure 3 that there was a progressive reduction in fatigue performance with increasing plate thickness . The regression analyses ( Table 4 ) were used to generate Figure 6 which presents relative fatigue strength as a function of plate ...
Page 201
... ( Figure 12 ) , indicating that for this thickness range improved profiling has nullified any effect from the increase in plate thickness . Figures 13 and 14 present data for 51 mm thick specimens . The former includes all Basic profile ...
... ( Figure 12 ) , indicating that for this thickness range improved profiling has nullified any effect from the increase in plate thickness . Figures 13 and 14 present data for 51 mm thick specimens . The former includes all Basic profile ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications as-welded ASTM axial load behaviour bending brace calculated chord Composite Materials compressive strength corrosion rate crack growth CTOD cycles damage delamination elastomer Engineering environment epoxy experimental failure fatigue crack fatigue design fatigue strength fatigue tests Figure finite element finite element analysis fracture mechanics fracture toughness geometry increase initial installation interlaminar fracture laminate layers marine matrix maximum mean stress method Mode modulus moisture nodes nominal notch obtained offshore structures optical fiber parameters performance phenolic pipe plate thickness platform pre-load predicted pressure principal stress pultrusion rebar reinforcement resin resistance riser rubber S-N curves sea water seal shear stress shell shown in Fig space frame specimens steel strain stress concentration stress concentration factor stress range surface crack Table techniques tensile strength tension thickness effect thread tube tubular joints values water mixed concrete weight weld toe welded joints yield strength zone