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
... maximum principal stress and the maximum shear stress rotate with respect to the specimen axis . These unique aspects of non - proportional loading are incorporated into the fatigue damage calculations by the Findley model , and the ...
... maximum principal stress and the maximum shear stress rotate with respect to the specimen axis . These unique aspects of non - proportional loading are incorporated into the fatigue damage calculations by the Findley model , and the ...
Page 232
... maximum nominal principal 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 principal 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 ...
Page 269
... maximum value . However , the ratio of the local stress range at the root of the tooth to the nominal average axial stress range at this tooth remains constant . It is demonstrated that pre - loading a threaded connection re- duces the ...
... maximum value . However , the ratio of the local stress range at the root of the tooth to the nominal average axial stress range at this tooth remains constant . It is demonstrated that pre - loading a threaded connection re- duces the ...
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