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Cumulative damage of welded joints

Author: T R Gurney; Institute of Materials, Minerals, and Mining.
Publisher: Cambridge : Woodhead Pub. and Maney Pub. on behalf of Institute of Materials, Minerals & Mining, 2006.
Series: Woodhead Publishing in materials.
Edition/Format:   Print book : EnglishView all editions and formats
Summary:

To avoid fatigue, it is essential to design structures with inherent fatigue strength. But fatigue strength is not a constant material property and any calculations are built on a number of  Read more...

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Document Type: Book
All Authors / Contributors: T R Gurney; Institute of Materials, Minerals, and Mining.
ISBN: 9781855739383 1855739380 9781845691035 1845691032 9780849334757 0849334756
OCLC Number: 76797589
Description: xiv, 442 pages : illustrations ; 24 cm.
Contents: Introduction - Background - Characteristics of fatigue cracking - Fatigue testing - The S-N curve and fatigue strength - Fracture mechanics assessment of constant amplitude fatigue behaviourThe Constant Amplitude Database - Introduction - Method of analysis and joint design classification: Continuous longitudinal welds, intermittent longitudinal fillet welds - Transverse butt welds: Transverse butt welds on a permanent backing bar, cruciform joints, stud shear connectors, fillet welded joints, beams with welded flange cover plates, longitudinal gusset on a plate edge - Influence of plate thickness - Influence of mean stress: Transverse butt welds, Fillet welded jointsResidual Stresses - Introduction - The formation of residual stresses - Comparison between static and fatigue conditions - Approximate theoretical analysis - Tests on welded specimens under constant amplitude loading - Prior overloadingVariable Amplitude Loading and Testing - Introduction - Variable amplitude loading - Rainflow counting - Reservoir counting - Level-crossing counting - Statistical interpretation of count data - Miner's rule - Variable amplitude fatigue testing; a brief history: block programme loading, random order loading, narrow band loading, wide band loading, superimposed sine waves, summary of early test resultsTests Under Two and Three Level Loading - Introduction - Theoretical analysis: stress sequences with a single size of excursion, stress sequences with excursions of two sizes, general case; the area rule - Fatigue tests using stress sequences with excursions of two sizes - Influence of stress ratio and residual stresses - Summary of findingsThe Influence of Spectrum Shape and Block Length - Introduction - Fatigue tests under concave upwards spectra - Fatigue tests under Rayleigh and Laplace loading spectra - Tests under Weibull stress spectra - Influence of spectrum shape and clipping ratio combined - Influence of block length and clipping ratio combined - Influence of block length and spectrum shape combined - SummaryThe Influence of Narrow and Wide Band Loading - Introduction - Comparing loading types - Tests under narrow band loading - Tests under wide band loading - Tests under service loading spectra - SummaryThe Influence of Cycles of Small Stress Range - Introduction - Block testing of low stresses - Comparative tests on stress relieved joints - Predicting fatigue life - SummaryDesign for Variable Amplitude Loading - Introduction - Testing for different types of stress - The area rule - Possible modifications to Miner's rule - The fracture mechanics approachMore on the Fracture Mechanics Approach - The Effect of Stress Interaction - Introduction - Summary of experimental evidence about stress interaction effects: Type 1 loading, type 2 loading, type 3 loading, type 4 loading, type 5 and 6 loading, type 7 and 8 loading, type 9 loading, types 10 and 11 loading - Summary of loading effects - Discussion - Concluding remarksAppendices - A) Statistical analysis of constant amplitude test data, References used in compiling the British fatigue design S-N curves - B) Fatigue loading spectra - C) Summary of test results obtained under variable amplitude loading - D) Probability density curves
Series Title: Woodhead Publishing in materials.
Responsibility: Tim Gurney.

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