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IIW Recommendations for the Fatigue Assessment of Welded Structures By Notch Stress Analysis: IIW-2006-09 [Pehme köide]

(Hamburg University of Technology, Germany)
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The notch stress approach to assessing fatigue in welded joints is based on the highest elastic stress at the weld toe or root, explains Fricke (ship structural design and analysis, Hamburg U. of Technology, Germany). He describes the procedures for the test, noting possible variations and their consequences and implications. He covers the background to the approach, the numerical analysis of notch stresses, and fatigue strength. He demonstrates with examples such as a fillet welded cruciform joint, and spot welds in a automobile door. IWW is the International Institute of Welding. There is no index. Annotation ©2012 Book News, Inc., Portland, OR (booknews.com)

The notch stress approach for fatigue assessment of welded joints is based on the highest elastic stress at the weld toe or root. In order to avoid arbitrary or infinite stress results, a rounded shape with a reference radius, instead of the actual sharp toe or root, is usually assumed.

Wolfgang Fricke reviews different proposals for reference radii together with associated S-N curves. The guidelines give detailed recommendations for the numerical analysis of notch stress by the finite or boundary element method and present appropriate S-N curves for the assessment of the fatigue strength of different materials. Finally, four examples illustrate the application of the approach as well as the variety of structures which can be analyzed and the range of results which can be obtained from different models. Published in Association with the International Institute of Welding (IIW).
1 Introduction
3(1)
2 Background To The Approach
4(3)
2.1 Overview
4(1)
2.2 Notch Rounding Approach
4(1)
2.3 Modified Notch Rounding Approach
5(1)
2.4 Small-size Notch Approach for Plates with Thickness <5 mm
6(1)
2.5 Approaches for Multiaxial Stress States
6(1)
3 Numerical Analysis Of Notch Stresses
7(9)
3.1 Numerical Methods (FEM, BEM)
7(1)
3.2 Links to the Structural Stress Analysis
8(1)
3.3 Modelling of Welds for Notch Stress Analysis
8(2)
3.4 Stress Analysis using Mesh Refinement
10(2)
3.5 Stress Analysis using Sub-models or Super-elements
12(2)
3.6 Special Aspects
14(2)
3.7 Parametric Formulae for Notch Stress Concentration Factors
16(1)
4 Fatigue Strength
16(5)
4.1 Design S-N Curves for Reference Radius of 1 mm
16(2)
4.2 Correction for Mild Weld Notches with Reference Radius of 1 mm
18(2)
4.3 Design S-N Curves for Mild Weld Notches with Larger Radii
20(1)
4.4 Design S-N Curves for the Small Size Notch Approach with Reference Radius of 0.05 mm for Plates <5 mm Thick
20(1)
5 Demonstration Examples
21(18)
5.1 Fillet Welded Cruciform Joint
21(4)
5.2 T-Joint between Two Rectangular Hollow Section Members with Weld Toe Failure
25(6)
5.3 Fillet-welded End Connection of a Rectangular Hollow Section Member with Non-fused Weld Root Faces
31(5)
5.4 Spot-welds in an Automobile Door
36(3)
6 Acknowledgments
39(1)
7 References
40
Professor Dr-Ing. Wolfgang Fricke is Head of the Institute for Ship Structural Design and Analysis at Hamburg University of Technology, Germany.