Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/162327
Title: Probabilistic calibration of strength and strain enhancement models for FRP-confined concrete in circular section
Authors: Chen, Qi-Sen
Yu, Bo
Li, Bing
Keywords: Engineering::Civil engineering
Issue Date: 2021
Source: Chen, Q., Yu, B. & Li, B. (2021). Probabilistic calibration of strength and strain enhancement models for FRP-confined concrete in circular section. Construction and Building Materials, 304, 124673-. https://dx.doi.org/10.1016/j.conbuildmat.2021.124673
Journal: Construction and Building Materials
Abstract: Lateral confinement with fiber-reinforced polymer (FRP) jackets can effectively improve the axial compressive behavior of concrete but with considerable variability in outcomes. Therefore, that there is a need for calibrations of deterministic models for strength enhancement (SEE) and strain enhancement (SAE) based on proposed probabilistic prediction models and comprehensive available databases. The probabilistic models that incorporate the essential factors identified from the previous study were updated based on the Bayesian theory, and Markov Chain Monte Carlo (MCMC). Moreover, nine representative deterministic SEE models and six SAE models were evaluated by credible interval (CI) and confidence level (CL) under different conditions of the axial strain of unconfined concrete in the literature, the hoop rupture strain, the peak axial compressive stress of unconfined concrete, and the lateral confinement stiffness. Analysis of different FRP types was also conducted individually for more critical results. The proposed probabilistic models are capable of predicting the characteristics of ultimate axial stress and corresponding strain and providing an efficient approach to calibrate the confidence level and computational accuracy of deterministic models in literatures.
URI: https://hdl.handle.net/10356/162327
ISSN: 0950-0618
DOI: 10.1016/j.conbuildmat.2021.124673
Rights: © 2021 Elsevier Ltd. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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