Technical Papers
Jan 24, 2024

Probability Analysis of Duration of Stochastic Process Exceeding Fixed Threshold and Its Application on Structural Cumulative Damage and Fatigue Reliability Evaluation

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 10, Issue 2

Abstract

Based on the stochastic process multiple threshold crossings analysis formula, the impact of structural response random process crossing-threshold duration on structural fatigue reliability is studied, which was not involved in fatigue reliability analysis before. This paper considers the type of structural stress stochastic processes with Wiener characteristics in engineering and establishes a novel method considering the random response crossing-threshold duration for fatigue reliability evaluation. The fatigue cumulative damage considering random response crossing-threshold duration is derived analytically based on the assumption that cumulative damage is linear to crossing-threshold duration. This study makes the fatigue reliability analysis closer to the reality.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work was jointly supported by the National Key R&G Program of China (Grant No. 2021YFB2600900); the Talent Recruitment Project of Hunan Province, China (Grant No. 2023TJ-Z17); the Research Project of the Educational Commission of Hunan Province, China (Grant No. 22A0239); the Natural Science Foundation of Changsha City, China (Grant No. kq2202210); the Graduate Research and Innovation Project of Changsha University of Science and Technology (Grant No. CX2021SS19); and the Natural Science Foundation of Hunan Province (Grant No. 2022JJ30012).

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 10Issue 2June 2024

History

Received: Jul 11, 2023
Accepted: Nov 2, 2023
Published online: Jan 24, 2024
Published in print: Jun 1, 2024
Discussion open until: Jun 24, 2024

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Zhenhao Zhang, Aff.M.ASCE https://orcid.org/0000-0002-3909-3625
Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, 960 Wanjiali South Rd., Changsha 410114, China. ORCID: https://orcid.org/0000-0002-3909-3625
Postgraduate Student, School of Civil Engineering, Changsha Univ. of Science and Technology, 960 Wanjiali South Rd., Changsha 410114, China. ORCID: https://orcid.org/0000-0001-5711-3645
Lei Wang, M.ASCE [email protected]
Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, 960 Wanjiali South Rd., Changsha 410114, China (corresponding author). Email: [email protected]
Wenbiao Li
Postgraduate Student, School of Civil Engineering, Changsha Univ. of Science and Technology, 960 Wanjiali South Rd., Changsha 410114, China.
Gao Ma
Associate Professor, College of Civil Engineering, Hunan Univ., Lushan South Rd., Changsha 410082, China.

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