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 293
ABSTRACT A three - dimensional ( 3 - D ) finite element analysis has been carried out for a threaded joint . The 2 - D finite element method , which is the common approach for threaded joint design analyses in the industry , cannot ...
ABSTRACT A three - dimensional ( 3 - D ) finite element analysis has been carried out for a threaded joint . The 2 - D finite element method , which is the common approach for threaded joint design analyses in the industry , cannot ...
Page 365
Usually the flexibility of a joint is not taken into account in the global analysis of framed structures . Two types of joint are considered in this analysis , namely rigid ans pinned . These two types ignore the dimensions of the ...
Usually the flexibility of a joint is not taken into account in the global analysis of framed structures . Two types of joint are considered in this analysis , namely rigid ans pinned . These two types ignore the dimensions of the ...
Page 367
Two procedures are then available to introduce the flexibility influence in the structural analysis : -the first one considers all the terms of the stiffness matrix i.e. the stiffness matrix is considered as a super - element to ...
Two procedures are then available to introduce the flexibility influence in the structural analysis : -the first one considers all the terms of the stiffness matrix i.e. the stiffness matrix is considered as a super - element to ...
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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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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