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 211
... length at this stage was typically 5-15 mm . However , these measurements were complicated by the Occurrence of multiple crack initiation and are therefore not indicated in Table 2. N3 and N , are number of cycles to through thickness ...
... length at this stage was typically 5-15 mm . However , these measurements were complicated by the Occurrence of multiple crack initiation and are therefore not indicated in Table 2. N3 and N , are number of cycles to through thickness ...
Page 247
... length direction is depended on the RMS of stress intensity factor range , and the growth of crack in the depth ... length of surface crack Coco initial half - length and critical half - length of surface flaw da / dB crack growth rate ...
... length direction is depended on the RMS of stress intensity factor range , and the growth of crack in the depth ... length of surface crack Coco initial half - length and critical half - length of surface flaw da / dB crack growth rate ...
Page 363
... length direction . That is its growgth rate in depth direction will be greater than that in length direction , the crack will propagate mainly in depth direction until it penetrates the wall thickness of chord , as that at the latter ...
... length direction . That is its growgth rate in depth direction will be greater than that in length direction , the crack will propagate mainly in depth direction until it penetrates the wall thickness of chord , as that at the latter ...
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