1981
DOI: 10.1115/1.3224993
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Fatigue of Welded Structures (2nd Edition)

Abstract: Welded structures affect our lives, since welding is the principle joining method employed in the fabrication industry. This book, consisting of 15 well-written chapters and an appendix, details various aspects of fatigue. The author is a well known researcher and contributor on welded structures.Chapter I and II discuss the basic aspects of fatigue, including S/N curves and stresss concentrations. The comparatively new subjects of the application of fracture mechanics to fatigue crack growth is considered sta… Show more

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Cited by 37 publications
(46 citation statements)
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“…According to the experimental S-N curves of 4-mmthick TIG weldment and 4-mm-thick VB specimen, the thickness corrections were carried out using equations (8) and (9). After the mean stress correction was conducted by re-applying equations (5) and (6), the predicted life and experimental life were compared.…”
Section: Size Effectmentioning
confidence: 99%
See 1 more Smart Citation
“…According to the experimental S-N curves of 4-mmthick TIG weldment and 4-mm-thick VB specimen, the thickness corrections were carried out using equations (8) and (9). After the mean stress correction was conducted by re-applying equations (5) and (6), the predicted life and experimental life were compared.…”
Section: Size Effectmentioning
confidence: 99%
“…6 The fatigue properties of welded structures are function of welding material, shape of the welded structure, radius of weld toe, weld angle, height of the reinforcement, and welding quality. [7][8][9][10] With respect to the studies on the fatigue in aluminum alloy weldments, most literature discussed the fatigue behaviors of weldments prepared by the molten welding methods, such as inert-gas metal-arc welding, 11 TIG welding, [12][13][14] and friction stir welding. [15][16][17][18][19] Few studies investigated the diffusion-bonding weldments.…”
Section: Introductionmentioning
confidence: 99%
“…The heat input in a T-joint is different from a butt joint. This effect can be taken into account by replacing the heat input Q by an equivalent heat input Q'=2Qh/(2hf+hw)(see Fig.3) and the value of b0 is given by the following equation: (6) where hw and hf are the plate thickness of the web and the flange, respectively.…”
Section: Determination Of Residual Stressesmentioning
confidence: 99%
“…(4) and (5), while the distribution can be obtained by Eqs. (6) and (9). The inherent strain distribution in I-joint can also be evaluated by means of the same procedure.…”
Section: Determination Of Residual Stressesmentioning
confidence: 99%
“…However, there still exists a dominance of the traditional nominal stress method, which has been prevailing for over 45 years in the fatigue design of welded structures. To ensure that the full effect of the three key features dominating the fatigue life of welded joints (geometric stress concentrations, welding flaws, and residual stresses) are allowed for in design, most fatigue design rules consist of series of ∆σ-N curves based on data obtained from constant amplitude fatigue tests on actual weldments [3][4][5], and employ classification methods of specifying design curves in terms of the fatigue strength at a given number of cycles (e.g. 2x10 6 or 10 7 ).…”
Section: Introductionmentioning
confidence: 99%