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 229
... mean n от eff om txy max X Tmax x y omax n INTRODUCTION Maximum nominal principal , von Mises effective stress range without mean stress correction ( MPa ) Nominal principal , von Mises effective stress amplitude with mean stress ...
... mean n от eff om txy max X Tmax x y omax n INTRODUCTION Maximum nominal principal , von Mises effective stress range without mean stress correction ( MPa ) Nominal principal , von Mises effective stress amplitude with mean stress ...
Page 234
... mean stress correction versus cycles to failure . Findley's nominal equivalent shear stress range . Even though the fatigue cracking was confined to the weld toe for all in - phase tests , the final fracture surface had a " factory roof ...
... mean stress correction versus cycles to failure . Findley's nominal equivalent shear stress range . Even though the fatigue cracking was confined to the weld toe for all in - phase tests , the final fracture surface had a " factory roof ...
Page 273
... 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 the stress rising effect of the fillet on the average tensile ...
... 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 the stress rising effect of the fillet on the average tensile ...
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