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Specifically, samples of five mixtures (plus a reference plain concrete), characterized by the same total volume of fibers, but different fractions of polypropylene and steel fibers, were tested under compression and in bending.
Pervious concrete is a special concrete characterized by a high porosity volume and suitable for several flatwork and pavement applications allowing water from rainfall to pass through and hence, reduces the runoff and the requirement for stormwater management systems as well as recharging ground water levels and allowing a natural treatment of polluted water by soil filtration.
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The coefficient of chloride diffusion, which depends upon the pore structure of concrete, characterizes this flow under a given external concentration of chloride.
The hybrid fiber reinforced concrete and the polypropylene fiber reinforced concrete were characterized by initial wettability by up to 100% higher, except for the concrete with 0.25% SF and 0.75% PF (but in this case a smooth surface can lead to a higher value of contact angle).
To respond to these needs, the presented study deals with the effects of the surface characteristics of concrete on debonding strength of the FRP; this objective has been pursued by means of experimental tests on concrete specimens characterized by different levels of roughness of the concrete surface.
Concrete is characterized by the type of aggregate or cement used, by the specific qualities it manifests, or by the methods used to produce it.
But the concrete was characterized by five cylindrical 16 × 32 specimens tested in compression according to NF P18-406.
This chapter presents the dynamic properties and seismic response of concrete structure characterized by abrupt change in horizontal connection stiffness.
In the study, the hydromechancial behaviour of host rock (claystone) and concrete are characterized by a coupled elastoplastic damage model.
Concrete is characterized by means of capillary absorption, electrical resistivity and accelerated chloride migration tests.
The fracture process of concrete is characterized by various toughening mechanisms that exist at the macro crack tip.
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