In concrete, the pore size distribution significantly influences the material's properties. Capillary pores, markedly larger than gel pores, form a vast network within partially hydrated cement paste, reducing the concrete's strength and increasing its permeability. This heightened permeability leads to a greater risk of damage from environmental factors like freeze-thaw cycles and chemical attacks, with the extent of vulnerability also being tied to the water-to-cement ratio.

Adequate hydration disrupts this capillary network as new cement gel formation segments the pores, effectively enhancing strength and reducing permeability. The hydration level necessary to achieve this segmentation, and its resulting improved durability and lower porosity, is contingent on both the fineness of the cement and the water-to-cement ratio. Durable concrete can result from lower water-to-cement ratios, which require shorter curing periods to reach a specific degree of hydration.

Pore size distribution, rather than total porosity, is a more accurate measure of a cement paste's characteristics, influencing the concrete's structural integrity. Pores larger than 50 nanometers, known as macropores, substantially impact the concrete's strength and impermeability. On the other hand, smaller pores, or micropores, are significant for processes such as drying shrinkage and creep. This distribution is crucial for creating concrete that can withstand various environmental and structural stresses.

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7.5 : Pore Size Distribution

Strength of Concrete

38 Ansichten

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7.1 : Überlegungen zur Zugfestigkeit von Beton

Strength of Concrete

48 Ansichten

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7.2 : Verhalten von Beton unter Druckbelastung

Strength of Concrete

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7.3 : Porosität in Zementleim

Strength of Concrete

50 Ansichten

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7.4 : Totale Hohlräume im Beton

Strength of Concrete

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7.6 : Mikrorissbildung im Beton

Strength of Concrete

49 Ansichten

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7.7 : Wasser-Zement-Verhältnis

Strength of Concrete

35 Ansichten

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7.8 : Verhältnis von Zuschlagstoffen und Zement

Strength of Concrete

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7.9 : Übergangszone

Strength of Concrete

38 Ansichten

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7.10 : Zusammenhang zwischen Zugfestigkeit und Druckfestigkeit von Beton

Strength of Concrete

55 Ansichten

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7.11 : Ermüdungsfestigkeit von Beton

Strength of Concrete

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7.12 : Schlagzähigkeit von Beton

Strength of Concrete

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7.13 : Abriebfestigkeit von Beton

Strength of Concrete

41 Ansichten

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7.14 : Bewehrungen in Beton

Strength of Concrete

32 Ansichten

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7.15 : Faserverstärkter Beton

Strength of Concrete

34 Ansichten

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