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 269
... loading and pre - load are discussed in detail . It is shown that the stress concentration factor at the critical tooth of a pre - loaded connection varies as axial load is applied from zero to its maximum value . However , the ratio of ...
... loading and pre - load are discussed in detail . It is shown that the stress concentration factor at the critical tooth of a pre - loaded connection varies as axial load is applied from zero to its maximum value . However , the ratio of ...
Page 272
... load ( 5 ) which is necessary for the fatigue analysis of crack initiation in pre- loaded connections . If the applied maximum load is higher than the opening load necessary to overcome the pre - load effect , i.e. when Pmax > Po = 91.9 ...
... load ( 5 ) which is necessary for the fatigue analysis of crack initiation in pre- loaded connections . If the applied maximum load is higher than the opening load necessary to overcome the pre - load effect , i.e. when Pmax > Po = 91.9 ...
Page 273
... load cycled under the same nominal load . It is also important to note that the expected beneficial effects of pre - load on the fatigue performance of threaded connections should be treated with caution because the advantages of the ...
... load cycled under the same nominal load . It is also important to note that the expected beneficial effects of pre - load on the fatigue performance of threaded connections should be treated with caution because the advantages of 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 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