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 499 100 - 299 300ܕ 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 499 100 - 299 300ܕ 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 σ2 , we write : ( a / T ) 1/2 ( 1 - a / T ) 3 1 ...
... 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 σ2 , we write : ( a / T ) 1/2 ( 1 - a / T ) 3 1 ...
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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Common terms and phrases
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