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 197
... range , microstrain Strain range 500 40 400 30 300 T Crack depth 20 200 15 % strain range fall 100 10 Failure 0 1 2 34 5 6 Cycles , x 105 8 9 10 10mm Fig.7 Crack development in specimen 3733 / D4 / 28 ( 75mm thick , stress range 0 to 95 ...
... range , microstrain Strain range 500 40 400 30 300 T Crack depth 20 200 15 % strain range fall 100 10 Failure 0 1 2 34 5 6 Cycles , x 105 8 9 10 10mm Fig.7 Crack development in specimen 3733 / D4 / 28 ( 75mm thick , stress range 0 to 95 ...
Page 272
... range Ao in comparison to the local stress range △ o , in the connection without pre - load . The corresponding nominal and local stress ranges in the pre - loaded con- nection are indicated by the shaded areas . It is important to ...
... range Ao in comparison to the local stress range △ o , in the connection without pre - load . The corresponding nominal and local stress ranges in the pre - loaded con- nection are indicated by the shaded areas . It is important to ...
Page 273
... range could be counter - balanced by the increase in local mean stress . 6. CONCLUSIONS a ) The stress concentration at the base of a thread tooth is generated by two separate mechanisms ; the bending of the tooth as a cantilever and ...
... range could be counter - balanced by the increase in local mean stress . 6. CONCLUSIONS a ) The stress concentration at the base of a thread tooth is generated by two separate mechanisms ; the bending of the tooth as a cantilever and ...
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