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Experimental and analytical investigation of fatigue characteristics of 350WT steel under constant and variable amplitude loadings
Institution:1. Department of Civil Engineering, Dalhousie University, 1360 Barrington Street, Halifax, NS, Canada B3J 1Z1;2. PanCanadian Petroleum, Suite 700, Founders Square, 1701 Hollis Street, Halifax, NS, Canada B3J 3M8;3. Defence Research Establishment Atlantic, P.O. Box 1012, Dartmouth, NS , Canada B2Y 3Z7;1. School of Mechanical Engineering, Sungkyunkwan University, 2066, Seobu-ro, Jangan-gu, Suwon-si, Gyeonggi-do, 16419, Republic of Korea;2. SKKU Advanced Institute of Nano Technology (SAINT), Sungkyunkwan University, 2066, Seobu-ro, Jangan-gu, Suwon-si, Gyeonggi-do, 16419, Republic of Korea;1. Zhejiang University of Technology, College of Mechanical Engineering, Hangzhou, Zhejiang 310032, China;2. Engineering Research Center of Process Equipment and Re-manufacturing, Ministry of Education, Hangzhou, Zhejiang 310032, China
Abstract:Fatigue analysis is a complex and uncertain process. Various models have been proposed; however, no universal or all-encompassing model exists.A state-of-the-art literature review of available fatigue crack propagation models, both for constant and variable amplitude loadings, was conducted to identify their advantages and limitations. Emphasis was placed on models that were simple to evaluate and required few (if any) empirical curve-fitting parameters.An experimental fatigue program was conducted, consisting of constant and semi-random (variable) amplitude cyclic loadings on 350WT steel 40J at −40°C. The fatigue models examined in the literature review were then compared to results obtained from the experiments.Findings for the constant amplitude loading (CAL) fatigue baseline data obtained experimentally for 350WT steel are reported and evaluated against the predictions by various models. Results of an experimental investigation into fatigue crack propagation (FCP) response of the steel under variable amplitude loading (VAL), consisting of CAL with random overloads (OL) is also presented. This includes a summary of theoretical models applicable to VAL fatigue crack propagation, and comparison of the experimental results to the models.
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