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
... connection re- duces the local stress range and increases the local mean stress in comparison with connections without pre - load subjected to the same cyclic loading . NOTATION A Cross sectional area of the pin at tooth i Ac c Cross ...
... connection re- duces the local stress range and increases the local mean stress in comparison with connections without pre - load subjected to the same cyclic loading . NOTATION A Cross sectional area of the pin at tooth i Ac c Cross ...
Page 272
... connection with pre - load ( 6 ) The nominal and local stress ranges in a connection with the pre - load Pp = 50 units are shown in Fig . 10. It is apparent that for loads fluctuating from 0 up to Pmaz 91.9 units the pre - load is very ...
... connection with pre - load ( 6 ) The nominal and local stress ranges in a connection with the pre - load Pp = 50 units are shown in Fig . 10. It is apparent that for loads fluctuating from 0 up to Pmaz 91.9 units the pre - load is very ...
Page 273
... connections without initial pre - load . g ) Pre - loading a tubular threaded connection reduces the local stress range and increases the local mean stress at the critical tooth when compared with connections without pre - load ...
... connections without initial pre - load . g ) Pre - loading a tubular threaded connection reduces the local stress range and increases the local mean stress at the critical tooth when compared with connections without pre - load ...
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