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KADĚROVÁ, J. VOŘECHOVSKÝ, M.
Original Title
Experimental Testing of Statistical Size Effect in Civil Engineering Structures
Type
journal article - other
Language
English
Original Abstract
The presented paper copes with an experimental validation of a model based on modified Weibull size effect theory. Classical statistical Weibull theory was modified by introducing a new parameter (correlation length l_rho) representing the spatial autocorrelation of a random mechanical properties of material. This modification is here compared with experimental data obtained for two different materials used in civil engineering: unreinforced (plain) concrete and multifilament yarns made of alkali-resistant (AR) glass which are used for textile-reinforced concrete. The behavior under flexural and tensile loading is investigated by laboratory experiments. A high number of specimens of different sizes was tested to obtain statistically significant data which were subsequently corrected and statistically processed. Results of the experiments showed a decreasing average strength with an increasing sample length. Size effect curves were obtained and the correlation length was fitted according to measured data. Results do not disclaim the existence of the proposed new parameter l_rho.
Keywords
Statistical size effect, concrete, multi-filaments yarns, experiment, autocorrelation length.
Authors
KADĚROVÁ, J.; VOŘECHOVSKÝ, M.
RIV year
2013
Released
14. 10. 2013
Location
Barcelona
ISBN
2010-376X
Periodical
World Academy of Science, Engineering and Technology
Year of study
Number
82
State
Republic of Indonesia
Pages from
516
Pages to
523
Pages count
8
BibTex
@article{BUT101976, author="Jana {Kaděrová} and Miroslav {Vořechovský}", title="Experimental Testing of Statistical Size Effect in Civil Engineering Structures", journal="World Academy of Science, Engineering and Technology", year="2013", volume="2013", number="82", pages="516--523", issn="2010-376X" }