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  • An experimental- analytical procedure for size effect prediction of modulus of rupture is proposed. The procedure is based on experimental testing of beams of two sufficiently different sizes. The proposed method is based on a recently established size effect formula that describes both the deterministic-energetic size effect caused by stress redistribution within the cross section due to finite size of the boundary layer of cracking at the tensile face of beam, and the classical Weibull-type statistical size effect due to randomness of the local strength of material. Numerical examples show feasibility of the approach to consider size effect in testing and design of concrete structures.
  • An experimental- analytical procedure for size effect prediction of modulus of rupture is proposed. The procedure is based on experimental testing of beams of two sufficiently different sizes. The proposed method is based on a recently established size effect formula that describes both the deterministic-energetic size effect caused by stress redistribution within the cross section due to finite size of the boundary layer of cracking at the tensile face of beam, and the classical Weibull-type statistical size effect due to randomness of the local strength of material. Numerical examples show feasibility of the approach to consider size effect in testing and design of concrete structures. (en)
  • An experimental- analytical procedure for size effect prediction of modulus of rupture is proposed. The procedure is based on experimental testing of beams of two sufficiently different sizes. The proposed method is based on a recently established size effect formula that describes both the deterministic-energetic size effect caused by stress redistribution within the cross section due to finite size of the boundary layer of cracking at the tensile face of beam, and the classical Weibull-type statistical size effect due to randomness of the local strength of material. Numerical examples show feasibility of the approach to consider size effect in testing and design of concrete structures. (cs)
Title
  • Experimentálně-analytické stanovení pevnosti betonu v tahu za ohybu.
  • Experimentálně-analytické stanovení pevnosti betonu v tahu za ohybu. (cs)
  • Experimental-analytical determination of modulus of rupture of concrete. (en)
skos:prefLabel
  • Experimentálně-analytické stanovení pevnosti betonu v tahu za ohybu.
  • Experimentálně-analytické stanovení pevnosti betonu v tahu za ohybu. (cs)
  • Experimental-analytical determination of modulus of rupture of concrete. (en)
skos:notation
  • RIV/00216305:26110/04:PU44887!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • V, Z(MSM 261100008)
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
  • 563774
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/04:PU44887
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Experimental-analytical, modulus of rupture, determination, size effect, concrete structures (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [B52380700090]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno, Czech Republic
http://linked.open...i/riv/nazevZdroje
  • Experiment - významný zdroj poznání a verifikace metod navrhování nosných stavebních konstrukcí
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Bažant, Zdeněk P.
  • Novák, Drahomír
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 80-7204-354-4
http://localhost/t...ganizacniJednotka
  • 26110
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