Published November 2006 | Version v1
Journal article

Residual stress simulation in thin and thick-walled stainless steel pipe welds including pipe diameter effects

  • 1. School of Mechanical, Materials and Manufacturing Engineering, University of Nottingham (United Kingdom)

Description

In this paper, residual stresses in welded components are discussed and a brief review of weld simulation is presented. The general methodology of the FE analysis methods used for welded sections of steel pipes is explained. FE analyses are performed for two axisymmetric butt welds in stainless steel pipes having a 4-pass or a 36-pass weld in a pipe with a wall thickness of 7.1 or 40.0 mm, respectively. In addition, more FE models with inside radius to wall thickness ratio ranging from 1 to 100 have been analysed to investigate the effect of pipe diameter on residual stresses. Residual axial and hoop stresses are plotted for the considered range of pipe diameters for the two simulated pipe wall thicknesses and the differences are discussed

Additional details

Identifiers

DOI
10.1016/j.ijpvp.2006.08.014;
PII
S0308-0161(06)00155-4;

Publishing Information

Journal Title
International Journal of Pressure Vessels and Piping
Journal Volume
83
Journal Issue
11-12
Journal Page Range
p. 864-874
ISSN
0308-0161
CODEN
PRVPAS

Conference

Title
International conference WELDS 2005
Dates
8-9 Sep 2005
Place
Geesthacht (Germany)

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
38022246
Subject category
S42: ENGINEERING;
Resource subtype / Literary indicator
Conference
Descriptors DEI
AXIAL SYMMETRY; FINITE ELEMENT METHOD; PIPES; RESIDUAL STRESSES; SIMULATION; STAINLESS STEELS; THICKNESS; WALLS; WELDED JOINTS
Descriptors DEC
ALLOYS; CALCULATION METHODS; CARBON ADDITIONS; DIMENSIONS; HIGH ALLOY STEELS; IRON ALLOYS; IRON BASE ALLOYS; JOINTS; MATHEMATICAL SOLUTIONS; NUMERICAL SOLUTION; STEELS; STRESSES; SYMMETRY; TRANSITION ELEMENT ALLOYS; TUBES

Optional Information

Copyright
Copyright (c) 2006 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.