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 200
Here the case of a 0.25 mm deep crack in both plain and welded plate was considered . An inverse thickness effect is apparent for the plain plate but the normal trend resulted for each of the three profiles considered ( included weld ...
Here the case of a 0.25 mm deep crack in both plain and welded plate was considered . An inverse thickness effect is apparent for the plain plate but the normal trend resulted for each of the three profiles considered ( included weld ...
Page 255
... plate tests without stress concentration and wide plate tests with stress concentration ( Machida et al . , 1987b ) , which simulate structural stress concentration , were tested . The specimens are shown in Fig.4 ( a ) and ( b ) . Both ...
... plate tests without stress concentration and wide plate tests with stress concentration ( Machida et al . , 1987b ) , which simulate structural stress concentration , were tested . The specimens are shown in Fig.4 ( a ) and ( b ) . Both ...
Page 256
... plate test . The wide plate tests were carried out at temperatures where the critical CTOD value obtained from the small scale CTOD test was in the range of from 0.1mm to 1.0mm . EXPERIMENTAL RESULT Figure 5 shows the variation of ...
... plate test . The wide plate tests were carried out at temperatures where the critical CTOD value obtained from the small scale CTOD test was in the range of from 0.1mm to 1.0mm . EXPERIMENTAL RESULT Figure 5 shows the variation of ...
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