4.7 Article

An efficient new PDEM-COM based approach for time-variant reliability assessment of structures with monotonically deteriorating materials

Journal

STRUCTURAL SAFETY
Volume 82, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.strusafe.2019.101878

Keywords

Life-cycle analysis; Monotonically deteriorating material; Time-variant reliability; Probability density evolution method (PDEM); Change of probability measure (COM)

Funding

  1. National Natural Science Foundation of China [51725804, 11672209, 51538010]
  2. NSFC-DFG joint project [11761131014]
  3. Committee of Science and Technology of Shanghai China [18160712800]
  4. Research Fund for State Key Laboratories of Ministry of Science and Technology of China [SLDRCE19-B-23]

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Life-cycle time-variant reliability of engineering structures with material deterioration is of paramount importance but still a great challenge. Generally, the computational costs due to embedded structural analyses tracing the life-cycle performance process with monotonically deteriorating material, are prohibitively large. In the present paper, a new method by synthesizing the probability density evolution method (PDEM) and the change of probability measure (COM) is proposed for this purpose. Besides, a functional perspective is provided. The theoretical basis is established by involving the Frobenius-Perron operator, which characterizes the change of random variables, and the Radon-Nikodym operator, which characterizes the change of probability measure of the original source random variables. The material deterioration characterized by time-variant random variables can then be equivalently captured by the time-variant change of probability measure of the basic random variables. Thereby the deterministic analyses at different time instances can be shared in the process of capturing the time-variant probability density of the performance function, and thus the efficiency can be improved considerably. Numerical algorithms are elaborated. Three examples in terms of time-variant reliability evaluation of structures with monotonically deteriorating material and parametric stochastic loading are illustrated, showing the effectiveness of the proposed method. Problems to be further studied are also outlined.

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