Monitoring the residual strain of concrete in a freezing-thawing environment using white light interferometer-Reference-Cited by-同舟云学术

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Monitoring the residual strain of concrete in a freezing-thawing environment using white light interferometer

Published:2017-10 Issue: Volume:142 Page:132-138
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Lv Haifeng,Liao Kaixing,Kong Xianglong,Zhao Xuefeng,Sun Changsen

Funder

National Natural Science Foundation of China

Suzhou Nuclear Power Research Institute

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. An in-depth review: structural health monitoring using fiber optic sensor;Afzal;IETE Tech. Rev.,2012

2. Standard test method for resistance of concrete to rapid freezing and thawing;ASTM C666/C666M-03,2003

3. Strain variations in concrete subjected to cyclic freezing and thawing;Bishnoi,2004

4. White-light interferometric fiber-optic pressure sensor;Bock;IEEE Trans. Instrum. Meas.,1995

5. 3-dimensional reconstruction of size distribution of air voids in air-entrained concrete;Chen;Chin. J Mater. Res.,2007

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1. Acoustic Emission Characteristics of Frost-Damaged Concrete under Compressive Loading;Journal of Testing and Evaluation;2023-09-20

2. A Gaussian processes-based approach for damage detection of concrete structure using temperature-induced strain;Engineering Structures;2022-10

3. Development of internal moisture transfer and cumulative residual strain in concrete under freeze-thaw cycles;Journal of Materials Research and Technology;2022-09

4. Investigation on seawater freeze-thaw damage deterioration of marine concrete structures in cold regions from multi-scale;Ocean Engineering;2022-03

5. Research on Real-Time Monitoring of Strain Behavior of Concrete under Freezing-Thawing Cycle by White Light Interferometer;Advances in Materials Science and Engineering;2022-01-25

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