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 256
... stress concentration was 110mm . The temperature dependence of the critical CTOD for the weld HAZ of the materials ... stress of the wide plate tests with the temperature . The brittle fracture occurred after the net section yielding of ...
... stress concentration was 110mm . The temperature dependence of the critical CTOD for the weld HAZ of the materials ... stress of the wide plate tests with the temperature . The brittle fracture occurred after the net section yielding of ...
Page 269
STRESS CONCENTRATION IN THREADED TUBULAR CONNECTIONS UNDER CYCLIC LOADING Department of Mechanical Engineering University of Waterloo Waterloo , Ontario , Canada A. Newport Pell Frischmann Consulting Engineers Ltd. London , United ...
STRESS CONCENTRATION IN THREADED TUBULAR CONNECTIONS UNDER CYCLIC LOADING Department of Mechanical Engineering University of Waterloo Waterloo , Ontario , Canada A. Newport Pell Frischmann Consulting Engineers Ltd. London , United ...
Page 272
... concentration has to be used . Kid = Δσο = 3.86 ASO ( 12 ) Ao ? = σmas - Ocp for the connection with pre - load ( 6 ) The nominal and local stress ... stress . Loads higher than the opening load generate higher local stress ranges 272.
... concentration has to be used . Kid = Δσο = 3.86 ASO ( 12 ) Ao ? = σmas - Ocp for the connection with pre - load ( 6 ) The nominal and local stress ... 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