Publication detail

Experimentálně-analytické stanovení pevnosti betonu v tahu za ohybu.

NOVÁK, D., BAŽANT, Z.

Original Title

Experimentálně-analytické stanovení pevnosti betonu v tahu za ohybu.

English Title

Experimental-analytical determination of modulus of rupture of concrete.

Type

conference paper

Language

Czech

Original Abstract

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.

Keywords

Experimental-analytical, modulus of rupture, determination, size effect, concrete structures

Authors

NOVÁK, D., BAŽANT, Z.

RIV year

2004

Released

14. 10. 2004

Location

Brno, Czech Republic

ISBN

80-7204-354-4

Book

Experiment - významný zdroj poznání a verifikace metod navrhování nosných stavebních konstrukcí

Pages from

357

Pages to

360

Pages count

4

BibTex

@inproceedings{BUT12432,
  author="Drahomír {Novák} and Zdeněk P. {Bažant}",
  title="Experimentálně-analytické stanovení pevnosti betonu v tahu za ohybu.",
  booktitle="Experiment - významný zdroj poznání a verifikace metod navrhování nosných stavebních konstrukcí",
  year="2004",
  pages="4",
  address="Brno, Czech Republic",
  isbn="80-7204-354-4"
}