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A. Satoh, K. Shinya, K. Tashiro, K. Rokugo (2014)
A proposal on repair methods for freeze-thaw damaged concrete with least re-deterioration
M. Setzer, G. Fagerlund, D. Janssen (1996)
CDF test — Test method for the freeze-thaw resistance of concrete-tests with sodium chloride solution (CDF)Materials and Structures, 29
F. Wittmann, V. Li (2011)
Durability of Strain-Hardening Fibre-Reinforced Cement-Based Composites (SHCC)
M. Şahmaran, V. Li (2007)
De-icing Salt Scaling Resistance of Mechanically Loaded Engineered Cementitious CompositesCement and Concrete Research, 37
H. Yun, K. Rokugo (2012)
Freeze-thaw influence on the flexural properties of ductile fiber-reinforced cementitious composites (DFRCCs) for durable infrastructuresCold Regions Science and Technology, 78
H. Yun, Sun-Woo Kim, Young-Oh Lee, K. Rokugo (2011)
Tensile behavior of synthetic fiber-reinforced strain-hardening cement-based composite (SHCC) after freezing and thawing exposureCold Regions Science and Technology, 67
R. Wu, F. Wittmann, T. Zhao, P. Wang (2014)
Composition and properties of SHCC. Part 1: Influence of composition of cement-based matrix on strain capacity and crack distribution. Part 2: Influence of elevated temperatures and freeze-thaw cycles on strain hardening cement-based composites, 20
M. Şahmaran, E. Ozbay, H. Yucel, M. Lachemi, V. Li (2012)
Frost resistance and microstructure of Engineered Cementitious Composites: Influence of fly ash and micro poly-vinyl-alcohol fiberCement & Concrete Composites, 34
V. Li, M. Lepech, Mo Li (2003)
Field Demonstration of Durable Link Slabs for Jointless Bridge Decks Based on Strain-Hardening Cementitious Composites
[When strain-hardening cement-based composite (SHCC) with cracks is repeatedly exposed to freezing and thawing, accelerated deterioration of the SHCC, due to the expansion of water during freezing in the cracks, may be of major concern. This chapter summarises the results of studies on the frost damage of SHCC, in particular the frost damage of SHCC with cracks. In most cases described in the literature, the ASTM method C666A — Procedure A (2008) was applied. It has been found that even when cracking has occurred, SHCC has a high resistance with respect to frost damage. When the water-cement ratio is high enough, only a very slight decrease of the relative dynamic modulus of elasticity occurred, although a small amount of scaling was observed on the surface, regardless of the type of fibre or of the composition of the mortar matrix. In tests that simulated the case in which the concrete surface layer damaged by freeze-thaw cycles had been removed and the cross-section had then been repaired with SHCC, it was found that no deterioration of the repaired surface sections occurred due to freezing and thawing. The greater the depth to which the deteriorated concrete was removed, the less susceptible the repaired surfaces were to further freeze-thaw damage.]
Published: Jan 6, 2017
Keywords: Frost damage; Freezing; Freeze-thaw resistance; Dynamic modulus of elasticity
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