2017
DOI: 10.1016/j.ijfatigue.2016.11.002
|View full text |Cite
|
Sign up to set email alerts
|

On the accuracy of nominal, structural, and local stress based approaches in designing aluminium welded joints against fatigue

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
21
0

Year Published

2018
2018
2024
2024

Publication Types

Select...
5
3

Relationship

1
7

Authors

Journals

citations
Cited by 42 publications
(21 citation statements)
references
References 41 publications
0
21
0
Order By: Relevance
“…As done for the previous statistical re-analyses, the scatter band shown in Fig. 10 (which is delimited by two straight lines that are characterised by a probability of survival, PS, equal to 90% and 10%, respectively) was estimated under the hypothesis of a lognormal distribution of the number of cycles to failure for each stress level, with the confidence level being taken equal to 95% [19,20].…”
Section: Unifying Design Curvementioning
confidence: 99%
See 1 more Smart Citation
“…As done for the previous statistical re-analyses, the scatter band shown in Fig. 10 (which is delimited by two straight lines that are characterised by a probability of survival, PS, equal to 90% and 10%, respectively) was estimated under the hypothesis of a lognormal distribution of the number of cycles to failure for each stress level, with the confidence level being taken equal to 95% [19,20].…”
Section: Unifying Design Curvementioning
confidence: 99%
“…In these charts, for any experimental result, the amplitude of the applied stress, a, is plotted against the resulting number of cycles to failure, Nf (on logarithmic scales). The associated scatter bands were calculated, for a probability of survival, PS, equal to 90% and 10%, under the hypothesis of a log-normal distribution of the number of cycles to failure for each stress amplitude, with this being done by setting the confidence level invariably equal to 95%[19,20]. It is important to point out here that this rigorous statistical procedure was used not only to build the SN diagrams reported in Figures 3 to 5, but also those shown/summarised inFigures 6 to 10.…”
mentioning
confidence: 99%
“…The scatter band of Figure (determined by referring to a probability of survival, P S , equal to 99% and 1%) was calculated by post‐processing the experimental results under the hypothesis of a log‐normal distribution of the number of cycles to failure for each stress level, with the confidence level being taken equal to 95% . In Figure , the results from the statistical analysis are reported in terms of negative inverse slope, k , endurance limit, σ MAX,99% , at N Ref = 2·10 6 cycles to failure for P S = 99%, and, finally, scatter ratio, T σ , of the endurance limit for P S = 90% and P S = 10%.…”
Section: Fatigue Strength Of Am Plamentioning
confidence: 99%
“…Compared with the test results, the traditional hot spot stress was found to be close to the nominal flexural stress and therefore overly conservative in predicting the fatigue strength of transverse fillet joints in bending. Zamzami et al 4 investigated comprehensively the accuracy and reliability of nominal stress method, hot spot stress method, effective notch stress and notch stress intensity factor method in evaluating fatigue life of a series of aluminium cruciform specimens under bending loading. It was found that the traditional nominal stress and hot spot stress methods could not accurately evaluate the fatigue of cruciform specimens under bending loading.…”
Section: Introductionmentioning
confidence: 99%