| A Simple Demonstration of Concrete Structural Health Monitoring Framework | |
| Mahadevan, Sankaran1  Agarwal, Vivek1  Cai, Guowei1  Nath, Paromita1  Bao, Yanqing1  Bru Brea, Jose Maria1  Koester, David1  Adams, Douglas1  Kosson, David1  | |
| [1] Idaho National Lab. (INL), Idaho Falls, ID (United States) | |
| 关键词: concrete structures; damage modeling; Data analysis; structural health monitoring; Uncertainty quantification; | |
| DOI : 10.2172/1235197 RP-ID : INL/EXT--15-34729 PID : OSTI ID: 1235197 |
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| 学科分类:材料科学(综合) | |
| 美国|英语 | |
| 来源: SciTech Connect | |
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【 摘 要 】
Assessment and management of aging concrete structures in nuclear power plants require a more systematic approach than simple reliance on existing code margins of safety. Structural health monitoring of concrete structures aims to understand the current health condition of a structure based on heterogeneous measurements to produce high confidence actionable information regarding structural integrity that supports operational and maintenance decisions. This ongoing research project is seeking to develop a probabilistic framework for health diagnosis and prognosis of aging concrete structures in a nuclear power plant subjected to physical, chemical, environment, and mechanical degradation. The proposed framework consists of four elements???damage modeling, monitoring, data analytics, and uncertainty quantification. This report describes a proof-of-concept example on a small concrete slab subjected to a freeze-thaw experiment that explores techniques in each of the four elements of the framework and their integration. An experimental set-up at Vanderbilt University???s Laboratory for Systems Integrity and Reliability is used to research effective combination of full-field techniques that include infrared thermography, digital image correlation, and ultrasonic measurement. The measured data are linked to the probabilistic framework: the thermography, digital image correlation data, and ultrasonic measurement data are used for Bayesian calibration of model parameters, for diagnosis of damage, and for prognosis of future damage. The proof-of-concept demonstration presented in this report highlights the significance of each element of the framework and their integration.
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