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 64
... Element 447 1.4 + Element 448 1.3 1.2 1.1 ◇ Element 449 A Element 450 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 O O 0.2 0.9 0.8 1 45 ° 0.4 Beam Pressure , MPa 0 ° Element 447 0.7 + Element 448 Element 449 0.6 △ Element 450 0.5 0.4 0.3 0.2 ...
... Element 447 1.4 + Element 448 1.3 1.2 1.1 ◇ Element 449 A Element 450 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 O O 0.2 0.9 0.8 1 45 ° 0.4 Beam Pressure , MPa 0 ° Element 447 0.7 + Element 448 Element 449 0.6 △ Element 450 0.5 0.4 0.3 0.2 ...
Page 65
... Element 449 △ Element 450 0.8 1 0.6 0.4- 45 ° ply from the midplane in the 90 ° layer of the Layup 1 laminate . The Layup 2 laminate shows an insignificant normal stress through the entire laminate . In Layup 3 , a small normal tensile ...
... Element 449 △ Element 450 0.8 1 0.6 0.4- 45 ° ply from the midplane in the 90 ° layer of the Layup 1 laminate . The Layup 2 laminate shows an insignificant normal stress through the entire laminate . In Layup 3 , a small normal tensile ...
Page 321
... element stress analysis of tubular joints is usually carried out using thin shell elements . This type of element accurately models the geometry and structural behaviour of the tubulars in most parts of the joints , however , at the ...
... element stress analysis of tubular joints is usually carried out using thin shell elements . This type of element accurately models the geometry and structural behaviour of the tubulars in most parts of the joints , however , at the ...
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