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This follows work by Jackson and colleagues published last year on Roman seawater concrete, described in this2013 press release.
These were prepared using concrete described by Dada and Aminu (2013).
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Cohesive modelling is one of the primary methods to handle localised damage in quasi-brittle materials, e.g., concrete, describing the potential crack in a discrete manner.
There was critical recognition and acclaim, with Ian Nairn, in an Observer article entitled Flamboyance in Concrete, describing the Tricorn as "an animal, various and cranky, capable of inspiring recognition and affection... the first no-holds barred explosion" of a new architecture.
The strain increment of concrete describes the unrecoverable component of concrete deformation.
The action-plans aimed at clarifying personal goals, and make them concrete, describe how to achieve the goals, identify barriers, and describe how to overcome barriers.
The recipe for Roman concrete was described around 30 B.C. by Marcus Vitruvius Pollio, an engineer for Octavian, who became Emperor Augustus.
Concrete was described with an elasto-plastic model using isotropic hardening and softening.
The heterogeneity of concrete is described by Weibull distribution assumption at a mesoscopic level.
The concrete is described in compression by a non-local isotropic damage constitutive law.
The physical nonlinearity of concrete is described by Mazars damage model whereas for reinforcements elastoplastic criteria are adopted.
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