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
... nominal stress based fatigue damage criteria . Principal stress range is used as the basis of design in many ... Nominal bending , torsional stress ratio Orientation angle between specimen axis and the maximum nominal shear stress ...
... nominal stress based fatigue damage criteria . Principal stress range is used as the basis of design in many ... Nominal bending , torsional stress ratio Orientation angle between specimen axis and the maximum nominal shear stress ...
Page 232
... 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 ...
... 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 ...
Page 269
... Nominal average axial stress near the critical tooth Si Nominal average axial stress near tooth i , i.e. S1 = ΣPi / A ; Scm Mean nominal stress at critical tooth , i.e. , ( Semaz + Semin ) / 2 Scm = Semar Nominal average axial stress at ...
... Nominal average axial stress near the critical tooth Si Nominal average axial stress near tooth i , i.e. S1 = ΣPi / A ; Scm Mean nominal stress at critical tooth , i.e. , ( Semaz + Semin ) / 2 Scm = Semar Nominal average axial stress at ...
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 axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld