Stiffness of Broad-Faced Gasketted Flanged Joints:
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The mechanism by which broad-faced flanged joints retaining a circular plate exert restraint against the flexure of the plate due to pressure differentials is discussed and studied experimentally.The theory proposed by Yi-Yuan Yu for determining the stiffness of an ungasketted joint is reconsidered and modified to suit the observed behaviour of metal-to-metal joints and of joints where one or more gaskets are included between mating surfaces of the joint assembly. Hence, a more exact method for calculating stiffness factors for such joint assemblies is formulated.Experiments were conducted on a particular design of header to tube-plate assembly and the results used to check the validity of the modified theory.
[1] M. B. Donald,et al. Behaviour of Compressed Asbestos-Fibre Gaskets in Narrow-Faced, Bolted, Flanged Joints , 1957 .
[2] J. P. Duncan. The Structural Efficiency of Tube-plates for Heat Exchangers: , 1955 .
[3] J. P. Duncan,et al. Equivalent Elastic Properties of Perforated Bars and Plates , 1963 .
[4] J. P. Duncan. Interferometry Applied to the Study of Elastic Flexure , 1962 .