Stochastic Remaining Fatigue Life Assessment Considering Crack Inspection Results

2020 ◽  
Vol 57 (1) ◽  
pp. 1-7
Author(s):  
Myong-Jin Park ◽  
Yooil Kim
Author(s):  
Jorge Silva ◽  
Hossein Ghaednia ◽  
Sreekanta Das

Pipeline is the common mode for transporting oil, gas, and various petroleum products. Aging and corrosive environment may lead to formation of various defects such as crack, dent, gouge, and corrosion. The performance evaluation of field pipelines with crack defect is important. Accurate assessment of crack depth and remaining fatigue life of pipelines with crack defect is vital for pipeline’s structural integrity, inspection interval, management, and maintenance. An experimental based research work was completed at the University of Windsor for developing a semi-empirical model for estimating the remaining fatigue life of oil and gas pipes when a longitudinal crack defect has formed. A statistical approach in conjunction with fracture mechanics was used to develop this model. Statistical analysis was undertaken on CT specimen data to develop this fatigue life assessment model. Finite element method was used for determining the stress intensity factor. The fatigue life assessment model was then validated using full-scale fatigue test data obtained from 762 mm (30 inch) diameter X65 pipe. This paper discusses the test specimens and test data obtained from this study. Development and validation of the fatigue life assessment model is also presented in this paper.


2008 ◽  
Author(s):  
Dimitri Donskoy ◽  
Alexander Chudnovsky ◽  
Andrei Zagrai ◽  
Edward Golovin ◽  
Bengt Enflo ◽  
...  

2015 ◽  
Vol 12 (2) ◽  
pp. 223-238 ◽  
Author(s):  
Mostafa Zeinoddini ◽  
Pooya Ranjbar ◽  
Hadi Khalili ◽  
Alireza Ranaei ◽  
Hamid Golpour ◽  
...  

2014 ◽  
Vol 2014 ◽  
pp. 1-13 ◽  
Author(s):  
X. W. Ye ◽  
Y. H. Su ◽  
J. P. Han

Fatigue is among the most critical forms of damage potentially occurring in steel bridges, while accurate assessment or prediction of the fatigue damage status as well as the remaining fatigue life of steel bridges is still a challenging and unsolved issue. There have been numerous investigations on the fatigue damage evaluation and life prediction of steel bridges by use of deterministic or probabilistic methods. The purpose of this review is devoted to presenting a summary on the development history and current status of fatigue condition assessment of steel bridges, containing basic aspects of fatigue, classical fatigue analysis methods, data-driven fatigue life assessment, and reliability-based fatigue condition assessment.


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