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 147
... determined in accordance with ISO37 . Where the strain levels are not specified the modulus at the following levels shall be carried out as shown in Table 3 . Table 3 Elongation at Break % Always 699 100 - 299 ≥300 Modulus to be determined ...
... determined in accordance with ISO37 . Where the strain levels are not specified the modulus at the following levels shall be carried out as shown in Table 3 . Table 3 Elongation at Break % Always 699 100 - 299 ≥300 Modulus to be determined ...
Page 365
... determined in the static analyses . The stress field being modi- fied , the fatigue design of the joints is si- gnificantly changed . The aim of this study is to quantify the im- portance of the flexibility effect on the fa- tigue ...
... determined in the static analyses . The stress field being modi- fied , the fatigue design of the joints is si- gnificantly changed . The aim of this study is to quantify the im- portance of the flexibility effect on the fa- tigue ...
Page 374
... determined by the global joint analy- sis ( FEM , Parametric formulae , testing ... ) . In this isolated part of the ... determined by test results . Concerning the determination of ol and o2 , we write : 1,07 ( 1 + 3,03a / T ) · 2 ( na ...
... determined by the global joint analy- sis ( FEM , Parametric formulae , testing ... ) . In this isolated part of the ... determined by test results . Concerning the determination of ol and o2 , we write : 1,07 ( 1 + 3,03a / T ) · 2 ( na ...
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