2016
DOI: 10.1016/j.engfailanal.2016.05.022
|View full text |Cite
|
Sign up to set email alerts
|

Validation of the weakest link approach and the proposed Weibull based probability distribution of failure for fatigue design of steel welded joints

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
10
0

Year Published

2017
2017
2020
2020

Publication Types

Select...
8
1

Relationship

0
9

Authors

Journals

citations
Cited by 18 publications
(13 citation statements)
references
References 26 publications
0
10
0
Order By: Relevance
“…Therefore, it is worthwhile to investigate the correlation of microstructural features to the data fluctuation of mechanical strength and welding reliability of FSW dissimilar joints in detail. The failure prediction can be effectively achieved through a statistical reliability engineering method [34], and the Weibull model [34,35] of survival analysis has been developed as a popular and powerful engineering design method for various structural materials and joint performance [36,37,38,39,40]. The advantage of Weibull statistical analysis is that it provides reasonably accurate failure analysis and failure predictions with a small number of samples.…”
Section: Introductionmentioning
confidence: 99%
“…Therefore, it is worthwhile to investigate the correlation of microstructural features to the data fluctuation of mechanical strength and welding reliability of FSW dissimilar joints in detail. The failure prediction can be effectively achieved through a statistical reliability engineering method [34], and the Weibull model [34,35] of survival analysis has been developed as a popular and powerful engineering design method for various structural materials and joint performance [36,37,38,39,40]. The advantage of Weibull statistical analysis is that it provides reasonably accurate failure analysis and failure predictions with a small number of samples.…”
Section: Introductionmentioning
confidence: 99%
“…Since the Weibull stress (β s , η s ) parameters used in the proposed method are both estimated directly from the applied principal stresses σ 1 and σ 2 values [21,22], let us present how they are determined from the static stress analysis.…”
Section: Generalities Of Fatigue Analysismentioning
confidence: 99%
“…Observe that R(t) = 0.713156 is not the reliability of the design component; it only represents the reliability of the t 0max element in the Weibull analysis. The R(t) of the element is that determined by using the Y 1 value that corresponds to the S y value in Equation (22). It is located between rows 2 and 3 in Table 4.…”
Section: Stress Random Behaviormentioning
confidence: 99%
“…The weakest link theory has been related to the effective notch stress criterion to include both the (weld) volume induced-and response gradient induced size effects for different welded joint geometries. Using fatigue test data the most likely model parameter values are obtained and lifetime estimates are obtained in the data scatter band (Blacha & Karolczuk, 2016).…”
Section: 7mentioning
confidence: 99%