Probabilistic model for cracking localization in reinforced fibrous concrete beams

被引:1
作者
Karinski, Yuri S. [1 ]
Dancygier, Avraham N. [2 ]
Gebreyesus, Yosef Y. [2 ]
机构
[1] Technion Israel Inst Technol, Natl Bldg Res Inst, Haifa, Israel
[2] Technion Israel Inst Technol, Fac Civil & Environm Engn, Technion, Israel
关键词
Cracking localization; Effect of rebar hardening; Probabilistic model; RC beams; Steel fiber reinforced concrete; FLEXURAL BEHAVIOR; STEEL; FIBERS; ORIENTATION; DUCTILITY; STRENGTH; MEMBERS;
D O I
10.1007/s10665-023-10330-2
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper proposes a probabilistic model that explains the phenomenon of cracking localization (CL) in RC beams with addition of steel fibers. Quantification of the CL is defined as the ratio between the total number of cracks and the number of significantly wide cracks. The model considers both the fibers and conventional reinforcement ratios, as well as the steel stress hardening and the location of the rebars in the cross-section. The fiber distribution in the concrete mix is considered random while the conventional reinforcement-as deterministic. A cumulative function of the total steel distribution, and a binomial probability function are proposed for a newly defined variable that represents the distribution of the fibers effectiveness along the beam. The model was validated with available data from flexural experiments showing good agreement of the model's prediction with the reported results. The model shows that the cracking localization level in beams is more pronounced in beams with low reinforcement ratios and relatively large fibers content and enables its quantification.
引用
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页数:20
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