Thermally Induced Deflections in Bolted Flanged Connections

Author:

Bouzid Abdel-Hakim12,Nechache Akli2

Affiliation:

1. 514-396-8563 514-396-8530

2. Ecole de Technologie Superieure, Mechanical Engineering Department, 1100, Rue Notre-Dame Ouest, Montreal, Quebec, H3C 1K3, Canada

Abstract

Pressure vessel joints operating at high temperature are often very difficult to seal. The existing flange design methods do not address thermal effects other than the variation of flange material mechanical properties with temperature. It is possible to include the effects of temperature loading in joint analysis, however, presently very few guidelines exist for this type of analysis. This paper outlines the theoretical analysis used for the determination of the steady state operating temperature and deflections in bolted flange joints. It details the theoretical equations necessary to predict the temperature profiles and thermal expansion difference between the joint components necessary for the evaluation of the load redistribution for the two cases of a flange pair and a flange with a cover plate. The results from the theoretical models are verified by comparison to finite element results.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference19 articles.

1. Payne, J. R. , 1985, “PVRC Flanged Joint User’s Survey,” Bulletin No. 306, Welding Research Council.

2. Use of an Ultrasonic Extensometer to Determine the Variations in the Assembly Bolt Loads of a Problem Industrial Flange;Winter;Exp. Tech.

3. Gasket Selection Flowchart;Winter

4. A Progress Report of the US PVRC Joint Task Group on Elevated Temperature Behavior of Bolted Flanges;Bickford

5. Bazergui A. , 1984, “Short Term Creep Relaxation Behaviour of Gaskets,” Welding Research Council Bulletin No. 294, pp. 2–22.

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