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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
Paper in proceedings (conference paper)
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.
English abstract
Keywords
Experimental-analytical, modulus of rupture, determination, size effect, concrete structures
Key words in English
Authors
RIV year
2011
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 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" }