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 201
... specimens . The former includes all Basic profile data and the latter all Alternate 2. With regard to Figure 14 the freely corroding Alternate 2 specimen which failed prematurely ( specimen number 2-2A - 3 , Table III ) relative to the ...
... specimens . The former includes all Basic profile data and the latter all Alternate 2. With regard to Figure 14 the freely corroding Alternate 2 specimen which failed prematurely ( specimen number 2-2A - 3 , Table III ) relative to the ...
Page 241
... specimen . STRESS DISTRIBUTION The stress distribution around the brack- et toe was measured with the strain gauges for the tensile test of the model at room tempera- ture . On the other hand , FEM elastic stress analysis was carried ...
... specimen . STRESS DISTRIBUTION The stress distribution around the brack- et toe was measured with the strain gauges for the tensile test of the model at room tempera- ture . On the other hand , FEM elastic stress analysis was carried ...
Page 256
... specimen in this temperature range . On the other hand , the brittle fracture of the wide plate specimen with stress concentration took place just before the net section yielding . Fracture stress , Onet ( MPa ) 700 O ; WPT without SC ...
... specimen in this temperature range . On the other hand , the brittle fracture of the wide plate specimen with stress concentration took place just before the net section yielding . Fracture stress , Onet ( MPa ) 700 O ; WPT without SC ...
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