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 281
( 4 ) Otaki , H. , ( 1977 ) Stress Distribution at Bolt Thread Root in Bolt and Nut Coupling . Bull , Mech . ... ( 7 ) Birger , I. A. , ( 1944 ) Distribution of Load in a Screw Thread , Vestnikmashinostroeniya 11 .
( 4 ) Otaki , H. , ( 1977 ) Stress Distribution at Bolt Thread Root in Bolt and Nut Coupling . Bull , Mech . ... ( 7 ) Birger , I. A. , ( 1944 ) Distribution of Load in a Screw Thread , Vestnikmashinostroeniya 11 .
Page 359
ABSTRACT By using Photoelasticity and finite element method , the distribution of SIF along the front edge of the prefabricated semi - elliptic surface cracks at the hot spots of tubular T - joints is studied in this paper .
ABSTRACT By using Photoelasticity and finite element method , the distribution of SIF along the front edge of the prefabricated semi - elliptic surface cracks at the hot spots of tubular T - joints is studied in this paper .
Page 362
Furthermore , one can directly gain more precise distribution of SIF along the crack edge wi thes methods . 0.30 0.2 O 0.1 Effect of a / c on YI and the Distribution of Yī Along the 0 0.2 0.4 0.6 0.8 1.0 Crack Edge Fig.6 distribution of ...
Furthermore , one can directly gain more precise distribution of SIF along the crack edge wi thes methods . 0.30 0.2 O 0.1 Effect of a / c on YI and the Distribution of Yī Along the 0 0.2 0.4 0.6 0.8 1.0 Crack Edge Fig.6 distribution of ...
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Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
SAFETY AND RELIABILITY | 17 |
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analysis applications axial behaviour bending brace calculated chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack critical curve cycles damage determined developed distribution effect element Engineering environment experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate influence 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 predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows solutions specimens steel stiffener stiffness strain strength stress stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld