Mechanics and physics of creep, shrinkage, and durability of by Z P Bažant;F -J Ulm;Hamlin Jennings;Roland

By Z P Bažant;F -J Ulm;Hamlin Jennings;Roland Pellenq;Engineering Mechanics Institute.;All authors

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Extra resources for Mechanics and physics of creep, shrinkage, and durability of concrete : a tribute to Zdenek P. Bažant : proceedings of the Ninth International Conference on Creep, Shrinkage, and Durability Mechanics (CONCREEP-9), September 22-25, 2013 Cambridge, Massach

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42) increases with decreasing w/c-ratio. Since this could not be explained by Freyssinet’s (1933) model, but microstructural properties of cement paste could not yet be linked to the macroscopic strength of cement pastes, Fagerlund (1972) proposed an empirical model. Another 40 years later, from a 2013’s perspective, one could interpret that Fagerlund’s (1972) observation stems from a strengthening effect of unhydrated clinker grains, but until very recently, no etiological model was available which could quantify this effect.

2). 5 year old CEM-1). Figure 2 is a typical example of the intensity scattered by a cement paste. 25. The mold was then unsealed, and the specimen was wrapped in two layers of aluminum foil and stored at room temperature for six months; this sample preparation is routinely invoked at IFSTTAR in order to maintain endogenous conditions. 1 mm thick slices, and stored in water was then submitted to small-angle X-ray scattering at the synchrotron Soleil-France (beamline SWING). 2 nm-1 with  slightly above 0.

2R-08, Farmington Hills. Bažant, Z. and Yu, Q. (2013). " J. Eng. ASCE, July. Bažant, Z. P. (1968). “On causes of excessive long- time deflections of prestressed concrete bridges. Creep under repeated live load” (in Czech), Inženýrské Stavby, 16, 317–320. Bažant, Z. , & Le, J. L. (2009). ” Engineering Failure Analysis, 16(8), 2521-2529. Bažant, Z. , and Hubler, M. H. (2013). ” to be submitted. , Hubler, M. , and Jirásek, Z. P. (2013). ” CONCREEP-9, MIT. P. and Baweja, S. (1995). “Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3” (RILEM Recommendation), Materials and Structures 28, pp.

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