Structural Performance of RC Members Affected by Alkali–silica Reaction According to Crack Patterns
Author:
Affiliation:
1. Department of Civil Engineering, The University of Tokyo, Japan.
Publisher
Japan Concrete Institute
Link
https://www.jstage.jst.go.jp/article/jact/22/8/22_455/_pdf
Reference38 articles.
1. 1) Abd-Elssamd, A., Ma, Z. J., Le Pape, Y., Hayes, N. W. and Guimaraes, M., (2020). “Effect of alkali-silica reaction expansion rate and confinement on concrete degradation.” ACI Materials Journal, 117(1), 265-277.
2. 2) Ahmed, T., Burley, E. and Rigden, S., (1998). “The static and fatigue strength of reinforced concrete beams affected by alkali-silica reaction.” ACI Materials Journal, 95(4), 376-388.
3. 3) Bach, F., Thorsen, T. S. and Nielsen, M. P., (1993). “Load-carrying capacity of structural members subjected to alkali-silica reactions.” Construction and Building Materials, 7(2), 109-115.
4. 4) Barbosa, R. A., Hansen, S. G., Hoang, L. C. and Hansen, K. K., (2018). “Residual shear strength of a severely ASR-damaged flat slab bridge.” Engineering Structures, 161, 82-95.
5. 5) Ferche, A. C. and Vecchio, F. J., (2021). “Behavior of alkali-silica reaction-affected reinforced concrete elements subjected to shear.” ACI Structural Journal, 118(4), 163-174.
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