On the Mechanics of Residual Stresses in Girth Welds

Author:

Dong P.1

Affiliation:

1. Center for Welded Structures Research, BATTELLE, 505 King Avenue, Columbus, OH 43201

Abstract

In this paper, some of the important controlling parameters governing weld residual stress distributions are presented for girth welds in pipe and vessel components, based on a large number of residual stress solutions available to date. The focus is placed upon the understanding of some of the overall characteristics in through-wall residual stress distributions and their generalization for vessel and pipe girth welds. In doing so, a unified framework for prescribing residual stress distributions is outlined for fitness-for-service assessment of vessel and pipe girth welds. The effects of various joint geometry and welding procedure parameters on through thickness residual stress distributions are also demonstrated in the order of their relative importance.

Publisher

ASME International

Subject

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

Reference16 articles.

1. 2000, API 579 RP, First Edition.

2. 1999, SINTAP: Structural Integrity Assessment Procedures for European Industry, Brite-Euram Project Final Report.

3. Validated Axial Residual Stress Profiles for Fracture Assessment of Austenitic Stainless Steel Pipe Girth Welds;Bouchard

4. Welding Residual Stresses and Effects on Fracture in Pressure Vessel and Piping Components: A Millennium Review and Beyond;Dong;ASME J. Pressure Vessel Technol.

5. Dong, P., and Hong, J. K., “Recommendations for Determining Residual Stresses in Fitness-for-Service Assessment,” WRC Bulletin No. 476, November, 2002, Welding Research Council, New York, New York.

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