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 117
... specimens are de- moulded after 24 hours and cued for 28 days . 2.3 Fabrication of the Specimen for Corrosion Rate Study Reinforcing bar specimens of 16 mm dia and 50 mm length are used for the study . The test specimens are prepared ...
... specimens are de- moulded after 24 hours and cued for 28 days . 2.3 Fabrication of the Specimen for Corrosion Rate Study Reinforcing bar specimens of 16 mm dia and 50 mm length are used for the study . The test specimens are prepared ...
Page 201
... specimens superimpose ( 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 ...
... specimens superimpose ( 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 ...
Page 265
... specimen configurations and will calculate constraint values , a function of the hydrostatic stress level , at a distance of 2 & ahead of the crack tip for the same specimens . These data provide the basis for evaluating a correlation ...
... specimen configurations and will calculate constraint values , a function of the hydrostatic stress level , at a distance of 2 & ahead of the crack tip for the same specimens . These data provide the basis for evaluating a correlation ...
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