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 11
... force of 100 kN . A great number of locations and direc- tions of the force were analysed . Overtrawling of the WPS with the two trawl boards passing on each side of the structure . See Fig . 1. This case was simulated by a horizontal ...
... force of 100 kN . A great number of locations and direc- tions of the force were analysed . Overtrawling of the WPS with the two trawl boards passing on each side of the structure . See Fig . 1. This case was simulated by a horizontal ...
Page 304
... force so that only a slight axial force was required to maintain contact as the branches deflected . Compression in the chord was applied with four rams mounted on one end plate , acting upon tension rods which ran the length of the ...
... force so that only a slight axial force was required to maintain contact as the branches deflected . Compression in the chord was applied with four rams mounted on one end plate , acting upon tension rods which ran the length of the ...
Page 394
... force is selected to achieve an apparent contact pressure at the weld interface of approximately 34.5 MPa . Upset force is based on parent metal yield strength at welding temperature . The force profile -- the timing of application of upset ...
... force is selected to achieve an apparent contact pressure at the weld interface of approximately 34.5 MPa . Upset force is based on parent metal yield strength at welding temperature . The force profile -- the timing of application of upset ...
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