Pregled bibliografske jedinice broj: 1165164
Data driven inverse stochastic models for fiber reinforced concrete
Data driven inverse stochastic models for fiber reinforced concrete // Coupled Systems Mechanics, 10 (2021), 6; 509-520 doi:10.12989/csm.2021.10.6.509 (međunarodna recenzija, članak, znanstveni)
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Naslov
Data driven inverse stochastic models for fiber reinforced concrete
Autori
Kožar, Ivica ; Bede, Natalija ; Bogdanić, Anton ; Mrakovčić, Silvija
Izvornik
Coupled Systems Mechanics (2234-2184) 10
(2021), 6;
509-520
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
experimental data inversed model ; FBM ; FRC ; layered model ; three-point beam bending
Sažetak
Fiber-reinforced concrete (FRC) is a composite material where small fibers made from steel or polypropylene or similar material are embedded into concrete matrix. In a material model each constituent should be adequately described, especially the interface between the matrix and fibers that is determined with the ‘bond-slip’ law. ‘Bond- slip’ law describes relation between the force in a fiber and its displacement. Bond-slip relation is usually obtained from tension laboratory experiments where a fiber is pulled out from a matrix (concrete) block. However, theoretically bond-slip relation could be determined from bending experiments since in bending the fibers in FRC get pulled-out from the concrete matrix. We have performed specially designed laboratory experiments of three-point beam bending with an intention of using experimental data for determination of material parameters. In addition, we have formulated simple layered model for description of the behavior of beams in the three-point bending test. It is not possible to use this ‘forward’ beam model for extraction of material parameters so an inverse model has been devised. This model is a basis for formulation of an inverse model that could be used for parameter extraction from laboratory tests. The key assumption in the developed inverse solution procedure is that some values in the formulation are known and comprised in the experimental data. The procedure includes measured data and its derivative, the formulation is nonlinear and solution is obtained from an iterative procedure. The proposed method is numerically validated in the example at the end of the paper and it is demonstrated that material parameters could be successfully recovered from measured data.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti, Interdisciplinarne tehničke znanosti
POVEZANOST RADA
Projekti:
IP-2019-04-7926 - Razdvajanje uticaja parametara u inžinjerskom modeliranju s parametarskom identifikacijom (SEPAEMPI) (Kožar, Ivica, HRZZ - 2019-04) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka
Profili:
Silvija Mrakovčić
(autor)
Anton Bogdanić
(autor)
Ivica Kožar
(autor)
Natalija Bede Odorčić
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Emerging Sources Citation Index (ESCI)
- Scopus