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 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