Cracking Resistance of Internally Cured Concrete by Restrained Ring Test at Early-Age

Author:

Shen Dejian

Publisher

Springer Nature Singapore

Reference76 articles.

1. Lura P, Ye G, Cnudde V et al (2008) Preliminary results about 3D distribution of superabsorbent polymers in mortars. In: Proceedings of the international conference on microstructure related durability of cementitious composites, Nanjing, China, pp 13–15

2. Bentz DP, Snyder KA (1999) Protected paste volume in concrete: extension to internal curing using saturated lightweight fine aggregate. Cem Concr Res 29(11):1863–1867

3. Messan A, Ienny P, Nectoux D (2011) Free and restrained early-age shrinkage of mortar: influence of glass fiber, cellulose ether and EVA (ethylene-vinyl acetate). Cem Concr Compos 33(3):402–410

4. Shen DJ, Feng ZZ, Zhang TT et al (2022) Estimating stress relaxation and cracking potential of high-strength concrete reinforced with polyvinyl alcohol fiber at early age. J Mater Civ Eng 34(9):1–14

5. Weiss WJ, Shah SP (2002) Restrained shrinkage cracking: the role of shrinkage reducing admixtures and specimen geometry. Mater Struct/Materiaux et Constructions 34(246):85–91

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