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 242
... obtained by the model tests or the theoretical analysis .. When the design wave is determined , the response amplitude of the stress at the brace node can be obtained by the motion and wave load calculation and the subsequent framework ...
... obtained by the model tests or the theoretical analysis .. When the design wave is determined , the response amplitude of the stress at the brace node can be obtained by the motion and wave load calculation and the subsequent framework ...
Page 256
... obtained using the standard Bx2B CTOD specimens according to BS5762 . The specimens had a through - thickness machined notch , which has the same notch - tip geometry as for the wide plate test . The wide plate tests were carried out at ...
... obtained using the standard Bx2B CTOD specimens according to BS5762 . The specimens had a through - thickness machined notch , which has the same notch - tip geometry as for the wide plate test . The wide plate tests were carried out at ...
Page 323
... obtained from the shell element model and the experimental results . It shows that this model has overpredicted the SCF's both on the chord and brace sides . On the brace side the overprediction was expected as already seen for the case ...
... obtained from the shell element model and the experimental results . It shows that this model has overpredicted the SCF's both on the chord and brace sides . On the brace side the overprediction was expected as already seen for the case ...
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