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  • Freezing and thawing resistance is very important characteristic also in the case of lightweight concrete. The paper deals with the influence of periodic freeze-thaw cycles on lightweight concrete fracture parameters values. Sets of lightweight concrete specimens (prismatic shape) are cyclically frozen in range from +20C to -20C. The main aim of the experimental part is to determine and compare the mechanical/fracture parameter values of a composite both frozen and non-frozen. The non-frozen specimens are air/water-cured. A three-point bending test of beams with a central edge notch is used in order to determine the fracture parameters values. It particularly covers effective fracture toughness and fracture energy. The notch is cut after 200 freezing cycles before fracture tests. The other parameters values - compressive and splitting tensile strength on the specimen fragments - are determined.
  • Freezing and thawing resistance is very important characteristic also in the case of lightweight concrete. The paper deals with the influence of periodic freeze-thaw cycles on lightweight concrete fracture parameters values. Sets of lightweight concrete specimens (prismatic shape) are cyclically frozen in range from +20C to -20C. The main aim of the experimental part is to determine and compare the mechanical/fracture parameter values of a composite both frozen and non-frozen. The non-frozen specimens are air/water-cured. A three-point bending test of beams with a central edge notch is used in order to determine the fracture parameters values. It particularly covers effective fracture toughness and fracture energy. The notch is cut after 200 freezing cycles before fracture tests. The other parameters values - compressive and splitting tensile strength on the specimen fragments - are determined. (en)
Title
  • Influence of freeze-thaw cycles on fracture parameters values of lightweight concrete
  • Influence of freeze-thaw cycles on fracture parameters values of lightweight concrete (en)
skos:prefLabel
  • Influence of freeze-thaw cycles on fracture parameters values of lightweight concrete
  • Influence of freeze-thaw cycles on fracture parameters values of lightweight concrete (en)
skos:notation
  • RIV/00216305:26110/10:PU86557!RIV11-GA0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GP103/09/P057), Z(MSM0021630519)
http://linked.open...iv/cisloPeriodika
  • 1
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 263649
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/10:PU86557
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Lightweight concrete, freeze-thaw test, fracture parameters, splitting tensile strength, durability (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • NL - Nizozemsko
http://linked.open...ontrolniKodProRIV
  • [61EB0C33076A]
http://linked.open...i/riv/nazevZdroje
  • Procedia Engineering
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 2
http://linked.open...iv/tvurceVysledku
  • Keršner, Zbyněk
  • Kucharczyková, Barbara
  • Pospíchal, Ondřej
  • Misák, Petr
  • Vymazal, Tomáš
http://linked.open...ain/vavai/riv/wos
  • 000278762900102
http://linked.open...n/vavai/riv/zamer
issn
  • 1877-7058
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
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