Presentation + Paper
9 May 2024 Transfer function models for using empirical and physics-based simulation signal response data
Author Affiliations +
Abstract
In many situations, real or induced flaws such as tight cracks with known morphology cannot be manufactured in part geometry specimens or in real parts. Typically, surface fatigue cracks are manufactured in simple geometry specimens such as flat plates, dog-bone shaped flat or cylindrical specimens. If a Nondestructive Evaluation (NDE) technique is required to provide a reliably detectable flaw size, denoted as a90/95, for detection of induced flaws in a part, then a direct method for qualifying the NDE procedure is to use appropriate induced flaw specimens and perform NDE procedure demonstration on the specimens. Probability of Detection (POD) analysis of the empirical data may provide estimation of a90/95. This approach is described as direct POD demonstration testing, which may follow guidelines of MIL-HDBK-1823. This paper considers a case, where embedded tight cracklike induced flaws are to be detected reliably using a signal response based NDE procedure. Here, it is assumed that it is not practical to make surface or embedded induced flaw specimens in part geometry or configuration. Therefore, a direct POD demonstration testing cannot be undertaken. It is also assumed that simulation of signal response is possible for both surface and embedded induced flaws in part geometry specimens using a physics-based model. The proposed approach for NDE procedure qualification uses artificial flaws in simple geometry and part geometry specimens, and induced flaws in the same type of simple geometry specimens. Signal response data is taken on all sets of artificial and induced flaws in simple geometry and part geometry specimens. Moreover, simulated signal response data is generated for surface and embedded flaws. Thus, a case of five signal response versus flaw size datasets is considered. Three of the datasets are empirical and two datasets are physics model-based simulation datasets. A method of devising and using transfer function calculation dataset blocks to estimate either the reliably detectable flaw size or the demonstration flaw size is provided.
Conference Presentation
© (2024) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Ajay M. Koshti "Transfer function models for using empirical and physics-based simulation signal response data", Proc. SPIE 12951, Health Monitoring of Structural and Biological Systems XVIII, 129512C (9 May 2024); https://doi.org/10.1117/12.3010060
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KEYWORDS
Data modeling

Nondestructive evaluation

Computer simulations

Statistical analysis

Risk assessment

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