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Design Criteria for Flexible Utility Connections
The existing design of flexible utility connections used in naval installations incorporates a flexible bronze hose hanging freely within a corrugated metal tube so that it can move without being highly stressed at the soil-structure interface. A study was made of this design and of possible modifications to it. Theoretical predictions were formulated for flexibility and dynamic strength; the theories were tested and partially verified experimentally in the laboratory. The flexibility of a hose was related to the manufacturer's specified minimum allowable bend radius. The dynamic strength was expressed in terms of peak acceleration and hose weight and length in a semiempirical relationship suitable for use in design. It is recommended that the results of the present study be incorporated in an appropriate design manual, subject to verification by full-scale field tests, and that a summary be compiled of means to predict the relative displacements between a buried structure and the surrounding soil. (Author)
Design Criteria for Flexible Utility Connections
The existing design of flexible utility connections used in naval installations incorporates a flexible bronze hose hanging freely within a corrugated metal tube so that it can move without being highly stressed at the soil-structure interface. A study was made of this design and of possible modifications to it. Theoretical predictions were formulated for flexibility and dynamic strength; the theories were tested and partially verified experimentally in the laboratory. The flexibility of a hose was related to the manufacturer's specified minimum allowable bend radius. The dynamic strength was expressed in terms of peak acceleration and hose weight and length in a semiempirical relationship suitable for use in design. It is recommended that the results of the present study be incorporated in an appropriate design manual, subject to verification by full-scale field tests, and that a summary be compiled of means to predict the relative displacements between a buried structure and the surrounding soil. (Author)
Design Criteria for Flexible Utility Connections
D. G. True (author)
1968
68 pages
Report
No indication
English
Detonations, Explosion Effects, & Ballistics , Structural Mechanics , Joining , Naval shore establishments , Flexible couplings , Electrical equipment , Loading(Mechanics) , Hoses , Underground , Underground structures , Blast , Deflection , Soil mechanics , Interactions , Flexural strength , Shear stresses , Computer programs , Conduits(Electrical) , Design criteria , Blast loading
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