Detail publikace

Modified Cement-based Mortars: Crack Initiation and Volume Changes

HAVLÍKOVÁ, I. BÍLEK, V. TOPOLÁŘ, L. ŠIMONOVÁ, H. SCHMID, P. KERŠNER, Z.

Originální název

Modified Cement-based Mortars: Crack Initiation and Volume Changes

Anglický název

Modified Cement-based Mortars: Crack Initiation and Volume Changes

Jazyk

en

Originální abstrakt

The aim of this paper was to quantify the crack initiation and volume changes of three types of fine-grain cement-based composites: the reference one including Portland cement only and the other two with the mass fraction 20 % of Portland cement replaced by granulated blast-furnace slag or pulverized-coal fly ash. Half of the specimens from each mixture were cured according to ASTM C1260-94 and ASTM C1567-07, other specimens were cured in water. The length changes were measured during the curing (a test for the risk of the alkali-silica reactivity). Furthermore, a three-point-bending test was performed on these specimens to obtain the fracture parameters, which were determined using a double-K fracture model. It was found that the type of specimen curing has a significant effect on the volume changes and a moderate influence on the elasticity modulus, the crack initiation and fracture-toughness values.

Anglický abstrakt

The aim of this paper was to quantify the crack initiation and volume changes of three types of fine-grain cement-based composites: the reference one including Portland cement only and the other two with the mass fraction 20 % of Portland cement replaced by granulated blast-furnace slag or pulverized-coal fly ash. Half of the specimens from each mixture were cured according to ASTM C1260-94 and ASTM C1567-07, other specimens were cured in water. The length changes were measured during the curing (a test for the risk of the alkali-silica reactivity). Furthermore, a three-point-bending test was performed on these specimens to obtain the fracture parameters, which were determined using a double-K fracture model. It was found that the type of specimen curing has a significant effect on the volume changes and a moderate influence on the elasticity modulus, the crack initiation and fracture-toughness values.

Dokumenty

BibTex 


@article{BUT115359,
  author="Ivana {Havlíková} and Vlastimil {Bílek} and Libor {Topolář} and Hana {Šimonová} and Pavel {Schmid} and Zbyněk {Keršner}",
  title="Modified Cement-based Mortars: Crack Initiation and Volume Changes",
  annote="The aim of this paper was to quantify the crack initiation and volume changes of three types of fine-grain cement-based composites: the reference one including Portland cement only and the other two with the mass fraction 20 % of Portland cement replaced by granulated blast-furnace slag or pulverized-coal fly ash. Half of the specimens from each mixture were cured according to ASTM C1260-94 and ASTM C1567-07, other specimens were cured in water. The length changes were measured during the curing (a test for the risk of the alkali-silica reactivity). Furthermore, a three-point-bending test was performed on these specimens to obtain the fracture parameters, which were determined using a double-K fracture model. It was found that the type of specimen curing has a significant effect on the volume changes and a moderate influence on the elasticity modulus, the crack initiation and fracture-toughness values.",
  address="Institute of Metals and Technology",
  chapter="115359",
  howpublished="print",
  institution="Institute of Metals and Technology",
  number="4",
  volume="49",
  year="2015",
  month="july",
  pages="557--561",
  publisher="Institute of Metals and Technology",
  type="journal article in Web of Science"
}