Influence of Cement Particle‐Size Distribution on Early Age Autogenous Strains and Stresses in Cement‐Based Materials

By D. Bentz, O. Jensen, K. Hansen, J. Olesen, H. Stang, Claus-Jochen Haecker. 2001

138 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/06bd9690edbd28677a483a652fb13e86b225f1cb

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In Civil and Structural Engineering

Citations in the corpus

Mitigation strategies for autogenous shrinkage cracking (2004, background): “Other things being equal, a coarser pore structure (from a coarser cement for instance) will lead to reduced self-desiccation shrinkage, as has been demonstrated experimentally [26,30,41] as shown in Fig.”
Early-Age Properties of Cement-Based Materials. II: Influence of Water-to-Cement Ratio (2009, background): “Thus, this interparticle spacing pore size will have a large influence on the development of autogenous stresses and strains within the hydrating cement paste and mortar specimens Bentz et al. 2001; Baroghel-Bouny et al. 2006 .”
Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking (2009, background): “The expansionwasmost likely due to the crystallization pressure caused by the ettringite formation and/ or swelling of the gel hydration products, which are generally considered as a principal cause of early-age expansion [22,23].”
Optimization of cement and fly ash particle sizes to produce sustainable concretes (2011, background): “It has been reported that the particle size distribution (PSD) of cement plays a major role in influencing the fresh and hardened properties of cement-based materials, particularly at early ages [1] [2] [3] [4] [5] [6] [7] [8] [9].”
Effect of drying conditions on autogenous shrinkage in ultra-high performance concrete at early-age (2011, background): “ettringite formation [47, 56]) without causing high early expansion.”
Predicting Ca(OH)2 content and chemical shrinkage of hydrating cement pastes using analytical approach (2004, background): “As individual hydration rate is considered for each clinker phases, it remains difficult to take account of cement PSD in the modelling.”
Modeling and simulation of cement hydration kinetics and microstructure development (2011, background): “success to elucidate the influence of microstructural and environmental factors on hydration kinetics andmicrostructure development [75–77].”