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
1.2 1.8 O 1.7 1.1 - 45 ° 45 ° 1.6 1 1.5 1.4 0.9 1.3 o Element 447 + Element 448 o Element 449 o Element 450 0.8 1.2 o Element 447 + Element 448 o Element 449 A Element 450 1.1 0.7 1 Failure Index 0.9 0.6 Failure Index 0.5 0.8 0.7 0.4 ...
1.2 1.8 O 1.7 1.1 - 45 ° 45 ° 1.6 1 1.5 1.4 0.9 1.3 o Element 447 + Element 448 o Element 449 o Element 450 0.8 1.2 o Element 447 + Element 448 o Element 449 A Element 450 1.1 0.7 1 Failure Index 0.9 0.6 Failure Index 0.5 0.8 0.7 0.4 ...
Page 65
2.4 O 2.2 45 ° 2 1.8 o Element 447 + Element 448 o Element 449 o Element 450 1.6 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 .
2.4 O 2.2 45 ° 2 1.8 o Element 447 + Element 448 o Element 449 o Element 450 1.6 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 .
Page 321
STRESS ANALYSIS OF UNSTIFFENED AND STIFFENED TUBULAR JOINTS USING AN IMPROVED FINITE ELEMENT MODEL OF INTERSECTION A. ... ABSTRACT The use of thin shell finite elements fot the determination of stresses around the welded intersection of ...
STRESS ANALYSIS OF UNSTIFFENED AND STIFFENED TUBULAR JOINTS USING AN IMPROVED FINITE ELEMENT MODEL OF INTERSECTION A. ... ABSTRACT The use of thin shell finite elements fot the determination of stresses around the welded intersection 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