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 317
... Chord Brace Chord Brace AX 25.4 20.0 3.2 6.1 AX 12.0 12.0 2.6 2.6 with Stiff . Number Me thod to SCF with- of of out Stiff . Stiff . Chord Brace Verification Cal . 0.13 0.31 1 S - AM * 0.22 0.30 1 34 3 5 6 78 9 THC AX 21.3 4 T1C AX 21.0 ...
... Chord Brace Chord Brace AX 25.4 20.0 3.2 6.1 AX 12.0 12.0 2.6 2.6 with Stiff . Number Me thod to SCF with- of of out Stiff . Stiff . Chord Brace Verification Cal . 0.13 0.31 1 S - AM * 0.22 0.30 1 34 3 5 6 78 9 THC AX 21.3 4 T1C AX 21.0 ...
Page 330
... chord plate 16 mm . The forged segment covers 90 degrees of the chord circumference . Finite element analysis of the K - node analyzed in 1. with the thickness of the forged segment increased by 33 % . ( 22.5 mm to 30 mm ) . transition ...
... chord plate 16 mm . The forged segment covers 90 degrees of the chord circumference . Finite element analysis of the K - node analyzed in 1. with the thickness of the forged segment increased by 33 % . ( 22.5 mm to 30 mm ) . transition ...
Page 332
... chord plate thickness . Increasing the chord plate thickness by 40 % ( from 16 to 22.5 mm ) to achieve the same thickness as the forged segment reduced the SCF in the fillet by 25 % , in the brace weld with 14 % and in the chord weld by ...
... chord plate thickness . Increasing the chord plate thickness by 40 % ( from 16 to 22.5 mm ) to achieve the same thickness as the forged segment reduced the SCF in the fillet by 25 % , in the brace weld with 14 % and in the chord weld by ...
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