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 229
... stress states in structures are often non - proportional . In the current study , proportional and non ... shear stress rotate with respect to the specimen axis . These unique aspects of non - proportional loading are incorporated into ...
... stress states in structures are often non - proportional . In the current study , proportional and non ... shear stress rotate with respect to the specimen axis . These unique aspects of non - proportional loading are incorporated into ...
Page 232
... stress and maximum nominal shear stress orientations remain fixed ( Mohr's circle of stress expands and translates in the stress space ) . At point B , both bending and torsional stresses have reached their maximum nominal values . The ...
... stress and maximum nominal shear stress orientations remain fixed ( Mohr's circle of stress expands and translates in the stress space ) . At point B , both bending and torsional stresses have reached their maximum nominal values . The ...
Page 234
... stress correction versus cycles to failure . Findley's nominal equivalent shear stress range . Even though the fatigue cracking was confined to the weld toe for all in - phase tests , the final fracture surface had a " factory roof ...
... stress correction versus cycles to failure . Findley's nominal equivalent shear stress range . Even though the fatigue cracking was confined to the weld toe for all in - phase tests , the final fracture surface had a " factory roof ...
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