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 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 269
... STRESS. G. Glinka ABSTRACT The results of the stress analysis of a threaded tubular connec- tion obtained by using a hybrid analogue - numerical method are discussed in the paper . The model enabled both , the tooth loads and the local ...
... STRESS. G. Glinka ABSTRACT The results of the stress analysis of a threaded tubular connec- tion obtained by using a hybrid analogue - numerical method are discussed in the paper . The model enabled both , the tooth loads and the local ...
Page 272
... stress ranges specified below . Aσc = σcmaz - 0 for the connection without pre - load ( 5 ) which is necessary for the fatigue analysis of crack ... stress . Loads higher than the opening load generate higher local stress ranges 272.
... stress ranges specified below . Aσc = σcmaz - 0 for the connection without pre - load ( 5 ) which is necessary for the fatigue analysis of crack ... stress . Loads higher than the opening load generate higher local stress ranges 272.
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