Experimental Study on the Influence of Lateral Stress and Drying on Creep Poisson's Ratio of Concrete
Source abstract
Abstract
In this study, creep characteristics of concrete under multiaxial stress caused by uniaxial loading in confined conditions are experimentally investigated. Focus is hereby given to the creep Poisson’s ratio with regard to different degrees of lateral confinement as well as different drying conditions. The unconfined and confined specimens with the steel tube are used in the creep test. As results of the test and reproducing calculation based on the theory of elasticity, Poisson’s ratio of concrete obtained by instantaneous loading test could be also used as creep Poisson’s ratio regardless of conditions of lateral stress and drying.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete Properties and Behavior · Innovative concrete reinforcement materials · Fire effects on concrete materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Science of Technology Innovation, Nagaoka University of Technology, Japan.
Department of Civil and Environmental Engineering, Nagaoka University of Technology, Japan.
References (19)
Show source-provided references
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, 144-161.10.1016/j.cemconres.2016.09.014 ↗
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, 2-14.10.1016/j.ijsolstr.2017.02.009 ↗
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, 140-159.10.1016/j.cemconres.2017.10.009 ↗
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, 99-134.10.1007/978-3-030-39738-8_4 ↗
5. 5) Firr, H. L., (1967). “Creep tests of two-way prestressed concrete.” ACI Journal, 64, 284-294.
6. 6) Goparakrishnan, K. S., Neville, A. M. and Ghali, A., (1969). “Creep Poisson’s ratio of concrete under multiaxial compression.” ACI Journal, 66, 1008-1020.
7. 7) Jordaan, I. J. and Illsto, J. M., (1969). “The creep of sealed concrete under multiaxial compressive stresses.” Magazine of Concrete Research, (22) 69, 195-204.10.1680/macr.1969.21.69.195 ↗
8. 8) JSCE, (2014). “Standard specification for hybrid structures 2014 - Design.” Tokyo: Japan Society of Civil Engineers. (in Japanese)
9. 9) JSCE, (2017). “Standard specification for concrete structures 2017 - Design.” Tokyo: Japan Society of Civil Engineers. (in Japanese)
10. 10) Kogen, E. A., (1983). “Creep of concrete under multiaxial compression.” Power Technology and Engineering, (17)19, 448-452.10.1007/BF01425303 ↗
11. 11) McDonald, J. E., (1973). “Multiaxial creep in concrete.” Vicksburg, Mississippi, USA: U.S. Army Engineer Waterways Experiment Station.
12. 12) Meyer, H. G., (1969). “On the influence of water content and of drying conditions on lateral creep of plain concrete.” Materials and Structures, 2(2), 125-131.10.1007/BF02475100 ↗
13. 13) Naguib, W. and Mirmiran, A., (2003). “Creep modeling for concrete-filled steel tubes.” Journal of Constructional Steel Research, 59, 1327-1344.10.1016/S0143-974X(03)00085-3 ↗
14. 14) Neville, A. M., Dilger, W. H. and Brooks, J. J., (1983). “Creep of plain and structural concrete.” New York: Longman Inc.
15. 15) Ohnuma, H. and Abe, H., (1979). “Research report no. 378020: Creep and creep recovery of concrete subjected to triaxial compressive stresses at elevated temperature.” Tokyo: Central Research Institute of Electric Power Industry. (in Japanese)
16. 16) Okajima, T., Kawabe, S. and Iwashita, T., (1988). “Method of strain measurements for concrete cube specimens under multi-axial stress condition.” Journal of Structural and Construction Engineering (Transactions of AIJ), 384, 50-57. (in Japanese)10.3130/aijsx.384.0_50 ↗
17. 17) Ross, A. D., (1954). “Experimental on the creep of concrete under two-dimensional stressing.” Magazine of Concrete Research, (6)16, 3-10.10.1680/macr.1954.6.16.3 ↗
18. 18) Rüsch, H., Jungwirth, D. and Hilsdorf, H. K., (1983). “Creep and shrinkage: Their effect on the behavior of concrete structures.” New York: Springer-Verlag New York Inc.10.1007/978-1-4612-5424-9 ↗
19. 19) Sato, T., Masuda, Y., Kawase, K. and Nishida, A., (1993). “Creep characteristics of triaxial confined concrete and subsequent mechanical properties.” Proceedings of the Japan Concrete Institute, 15, 2. (in Japanese)