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 as-welded ASTM axial load behaviour bending brace calculated chord Composite Materials compressive strength corrosion rate crack growth CTOD cycles damage delamination elastomer Engineering environment epoxy experimental failure fatigue crack fatigue design fatigue strength fatigue tests Figure finite element finite element analysis fracture mechanics fracture toughness geometry increase initial installation interlaminar fracture laminate layers marine matrix maximum mean stress method Mode modulus moisture nodes nominal notch obtained offshore structures optical fiber parameters performance phenolic pipe plate thickness platform pre-load predicted pressure principal stress pultrusion rebar reinforcement resin resistance riser rubber S-N curves sea water seal shear stress shell shown in Fig space frame specimens steel strain stress concentration stress concentration factor stress range surface crack Table techniques tensile strength tension thickness effect thread tube tubular joints values water mixed concrete weight weld toe welded joints yield strength zone