Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 64
1.8 1.7 1.6 1.1 450 45 ° 1 1.5 1.4 0.9 o Element 447 + Element 448 o Element 449 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 0.0 0.6 Failure Index 0.5 0.7 0.4 0.6 0.5 0.3 0.4 ...
1.8 1.7 1.6 1.1 450 45 ° 1 1.5 1.4 0.9 o Element 447 + Element 448 o Element 449 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 0.0 0.6 Failure Index 0.5 0.7 0.4 0.6 0.5 0.3 0.4 ...
Page 65
2.4 2.2 45 ° 2 1.8 Element 447 + Element 448 o Element 449 A 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 2.2 45 ° 2 1.8 Element 447 + Element 448 o Element 449 A 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 ... 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 ... 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 |
P R Godfrey and A G Davis | 15 |
Low Cost Manufactruring Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
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Common terms and phrases
analysis applications approach axial behaviour bending brace calculated chord combined compared components composite compression concrete connection considered construction corrosion crack growth critical curve cycles damage depth determined direction distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture fracture mechanics geometry increase indicate influence initial internal intersection length limit load lower material maximum mean measured mechanics metal method mode nodes nominal normal notch observed obtained offshore offshore structures parameters performance pipe plate position predicted present pressure procedure production properties range ratio reinforcement Research resistance seal shear shell shown shows specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tension thickness thread tube tubular joints weight weld