2001
DOI: 10.1016/s0142-1123(00)00086-4
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Notch stress intensity factors and fatigue strength of aluminium and steel welded joints

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Cited by 191 publications
(136 citation statements)
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“…Atzori et al investigated the possibility of unifying different criteria regarding the fatigue strength of welded joints [2]. Lazzarin and Livieri summarized the fatigue strength of aluminum welded joints with different geometries and thicknesses in a single scatter band by using a notch stress intensity factor-(N-SIF-) based approach [3]. In 2004, Lazzarin et al found that the critical radius R-C was approximately 0.40 mm for welded joints made of Fe E 460 steel and approximately 0.10 mm for joints made of AlSi1MgMn alloy under high-cycle fatigue conditions [4].…”
Section: Introductionmentioning
confidence: 99%
“…Atzori et al investigated the possibility of unifying different criteria regarding the fatigue strength of welded joints [2]. Lazzarin and Livieri summarized the fatigue strength of aluminum welded joints with different geometries and thicknesses in a single scatter band by using a notch stress intensity factor-(N-SIF-) based approach [3]. In 2004, Lazzarin et al found that the critical radius R-C was approximately 0.40 mm for welded joints made of Fe E 460 steel and approximately 0.10 mm for joints made of AlSi1MgMn alloy under high-cycle fatigue conditions [4].…”
Section: Introductionmentioning
confidence: 99%
“…Starting from Williams' research [6], several works were written about the effect of local stress field rising from singularities, especially on fatigue strength of welded joints, that can be quantified by means of local Strain Energy Density criterion (SED) averaged over a control volume of a critical radius RC [7][8][9][10][11] or Notch Stress Intensity Factor criterion (NSIFs) [12][13][14][15][16]. Intensity and distribution of residual stresses are difficult to be quantified near the weld toe, and, moreover, residual stresses are related to welding parameters, geometry, clamping conditions, applied stress and number of cycles.…”
Section: Introductionmentioning
confidence: 99%
“…To use both the hot-spot approach and the considered local stress methods to post-process the experimental data being selected, a number of linear-elastic FE models was solved using commercial FE code ANSYS®. The N-SIF approach was applied also by using the formulas derived by Lazzarin and Tovo by post-processing the results from a large number of linearelastic FE models, with these formulas allowing the N-SIF range, ∆KI, to be estimated directly for standard welded geometries [16,17,22,23]. Finally, the N-SIF master curve…”
mentioning
confidence: 99%