Technical Papers
Mar 17, 2020

Chloride Diffusivity, Fatigue Life, and Service Life Analysis of RC Beams under Chloride Exposure

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 6

Abstract

This study investigates the combined actions of flexural fatigue loading and chloride exposure by an experimental examination of the initial fatigue loading cycles (0.2, 0.4, 0.8, and 1.2 million), chloride exposure duration (0, 3, and 6 months), and modeling estimating service life. The results show the following: (1) at the initial fatigue loading cycles of 0.4, 0.8, and 1.2 million, (a) the chloride diffusivity of tensile concrete is similar, which are greater than the specimens initially fatigue loaded with 0.2 million cycles; (b) the chloride diffusivity of compressive concrete increases as the initial fatigue loading cycles increase; and (c) specimens present similar values of fatigue life and service life, which are shorter than the specimens initially fatigue loaded with 0.2 million cycles. (2) As the chloride exposure duration increases from 3 to 6 months, (a) chloride contents of tensile concrete increases more than that of compressive concrete, but both diffusion coefficients decrease; and (b) the fatigue life decreases by ~25%–75% and service life decreases by ~28%–55%. (3) There is an exponential correlation between the fatigue life and service life of beams.

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Data Availability Statement

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

Acknowledgments

The funding support was provided by the National Natural Science Foundation of China (Grant No. 51678021). The scholarship funded by the China Scholarship Council (CSC) with No. 201806020143 for the first author to study at the University of Toronto is appreciated.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 6June 2020

History

Received: Jul 4, 2019
Accepted: Oct 29, 2019
Published online: Mar 17, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 17, 2020

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Ph.D. Student, School of Transportation Science and Engineering, Beihang Univ., 37 Xueyuan Rd., Haidian District, Beijing 100191, China. ORCID: https://orcid.org/0000-0002-5238-5008. Email: [email protected]
Jianchao Xu, Ph.D. [email protected]
Assistant Researcher, School of Transportation Science and Engineering, Beihang Univ., 37 Xueyuan Rd., Haidian District, Beijing 100191, China; China Academy of Railway Sciences Co., Ltd., 2 Daliushu Rd., Haidian District, Beijing 100081, China. Email: [email protected]
Professor, School of Transportation Science and Engineering, Beihang Univ., 37 Xueyuan Rd., Haidian District, Beijing 100191, China. Email: [email protected]
Professor, Dept. of Civil and Mineral Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4 (corresponding author). ORCID: https://orcid.org/0000-0002-8805-8957. Email: [email protected]

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