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
... Element 448 Element 449 △ Element 450 1 0.9 0.8 0.7 0.6 Failure Index 1.2 1.1 1 0.9 0.8 0.7 0.6 Element 447 + Element 448 Element 449 △ Element 450 45 ° 0.5 0.4- 0.5 0.3- 0.4 0.3 0.2- 0.2 0.1- 0.1 O 0 0.2 0.4 0.6 O 0.2 Beam Pressure ...
... Element 448 Element 449 △ Element 450 1 0.9 0.8 0.7 0.6 Failure Index 1.2 1.1 1 0.9 0.8 0.7 0.6 Element 447 + Element 448 Element 449 △ Element 450 45 ° 0.5 0.4- 0.5 0.3- 0.4 0.3 0.2- 0.2 0.1- 0.1 O 0 0.2 0.4 0.6 O 0.2 Beam Pressure ...
Page 65
... Element 448 Element 449 △ Element 450 45 ° 1 0.8 0.6 0.4 0.2 0 0.2 0.4 0.6 Beam Pressure , MPa ply from the midplane in the 90 ° layer of the Layup 1 Îaminate . The Layup 2 laminate shows an insignificant normal stress through the ...
... Element 448 Element 449 △ Element 450 45 ° 1 0.8 0.6 0.4 0.2 0 0.2 0.4 0.6 Beam Pressure , MPa ply from the midplane in the 90 ° layer of the Layup 1 Îaminate . The Layup 2 laminate shows an insignificant normal stress through the ...
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 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
Low Cost Manufacturing Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
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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 Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate 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 reduced reinforcement Research resistance seal shear shell shown shows solutions specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tensile tension thickness thread tube tubular joints weight weld