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  • The paper reflects current state of popularization of static elasticity modulus of concrete. This parameter is undoubtedly very important for designing of concrete structures, and very often neglected and rarely determined before designing concrete technology itself. The paper describes assessment and comparison of four mix designs with almost constant dosage of individual components. The only difference is area of origin of small size fraction of aggregate 0/4. Development of compressive strength and static elasticity modulus at the age of 7, 28 and 180 days were observed. As the experiment showed, designing of individual components and their quality are the basic factor influencing elasticity modulus of current concrete.
  • The paper reflects current state of popularization of static elasticity modulus of concrete. This parameter is undoubtedly very important for designing of concrete structures, and very often neglected and rarely determined before designing concrete technology itself. The paper describes assessment and comparison of four mix designs with almost constant dosage of individual components. The only difference is area of origin of small size fraction of aggregate 0/4. Development of compressive strength and static elasticity modulus at the age of 7, 28 and 180 days were observed. As the experiment showed, designing of individual components and their quality are the basic factor influencing elasticity modulus of current concrete. (en)
Title
  • Approach to Design of Composition of Current Concrete with Respect to Strength and Static Elasticity Modulus
  • Approach to Design of Composition of Current Concrete with Respect to Strength and Static Elasticity Modulus (en)
skos:prefLabel
  • Approach to Design of Composition of Current Concrete with Respect to Strength and Static Elasticity Modulus
  • Approach to Design of Composition of Current Concrete with Respect to Strength and Static Elasticity Modulus (en)
skos:notation
  • RIV/00216305:26110/11:PU95016!RIV12-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(FR-TI1/387), S
http://linked.open...iv/cisloPeriodika
  • 58
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
  • 186923
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/11:PU95016
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Concrete, Aggregate, Strength, Elasticity Modulus, Quality (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • ID - Indonéská republika
http://linked.open...ontrolniKodProRIV
  • [1EBE7DBDAA90]
http://linked.open...i/riv/nazevZdroje
  • An international Journal of Science, Engineering and Technology World Academy of Science Engineering and Technology
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 2011
http://linked.open...iv/tvurceVysledku
  • Hela, Rudolf
  • Křížová, Klára
issn
  • 2010-376X
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
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