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 axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld