Experimental Study on the Influence of Lateral Stress and Drying on Creep Poisson's Ratio of Concrete
Author:
Affiliation:
1. Department of Science of Technology Innovation, Nagaoka University of Technology, Japan.
2. Department of Civil and Environmental Engineering, Nagaoka University of Technology, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/18/7/18_409/_pdf
Reference19 articles.
1. 1) Aili, A., Vandamme, M., Torrenti, J. M., Masson, B. and Sanahuja, J., (2016). “Time evolutions of non-aging viscoelastic Poisson’s ratio of concrete and implications for creep of C-S-H.” Cement and Concrete Research, 90, 144-161.
2. 2) Charpin, L. and Sanahuja, J., (2017). “Creep and relaxation Poisson’s ratio: Back to the foundations of linear viscoelasticity - Application to concrete.” International Journal of Solids and Structures, 110, 2-14.
3. 3) Charpin, L., Le Pape, Y., Coustabeau, É., Toppani, É., Heinfling, G., Bellego, C. L., Masson, B., Montalvo, J., Courtois, A., Sanahuja, J. and Reviron, N., (2018). “A 12 year EDF study of concrete creep under uniaxial and biaxial loading.” Cement and Concrete Research, 103, 140-159.
4. 4) Delsaute, B. and Staquet, S., (2020). “Monitoring the viscoelastic behaviour of cement based materials by means of repeated minute-scale-duration loadings.” In: Advanced Techniques for Testing of Cement-Based Materials, Cham, Switzerland: Springer, 99-134.
5. 5) Firr, H. L., (1967). “Creep tests of two-way prestressed concrete.” ACI Journal, 64, 284-294.
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