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 269
STRESS CONCENTRATION IN THREADED TUBULAR CONNECTIONS UNDER CYCLIC LOADING G. Glinka Department of Mechanical Engineering ... In particular the local stresses due to cyclic axial loading and pre - load are discussed in detail .
STRESS CONCENTRATION IN THREADED TUBULAR CONNECTIONS UNDER CYCLIC LOADING G. Glinka Department of Mechanical Engineering ... In particular the local stresses due to cyclic axial loading and pre - load are discussed in detail .
Page 271
the analogue model as that it enables to calculate not only the tooth loads , as most known models do , but also the local ... TOOTH LOAD DISTRIBUTION AND STRESS CONCENTRATION UNDER STATIC LOAD = A coupling without pre - load ( P = 100 ...
the analogue model as that it enables to calculate not only the tooth loads , as most known models do , but also the local ... TOOTH LOAD DISTRIBUTION AND STRESS CONCENTRATION UNDER STATIC LOAD = A coupling without pre - load ( P = 100 ...
Page 272
It means that if the axial load had varied between 0 and Pmar it would have induced cyclic local stresses with the stress ranges specified below . which is necessary for the fatigue analysis of crack initiation in preloaded connections ...
It means that if the axial load had varied between 0 and Pmar it would have induced cyclic local stresses with the stress ranges specified below . which is necessary for the fatigue analysis of crack initiation in preloaded connections ...
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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