Pregled bibliografske jedinice broj: 364737
Modelling of fracture of concrete at high loading rates
Modelling of fracture of concrete at high loading rates // 8th World Congress on Computational Mechanics WCCM8, 5th European Congress on Computational Methods in Applied Sciences and Engineering ECCOMAS 2008 / Schrefler, B.A. ; Perego, U. (ur.).
Venecija, Italija: International Center for Numerical Methods in Engineering (CIMNE), 2008. str. 1-2 (predavanje, međunarodna recenzija, sažetak, znanstveni)
CROSBI ID: 364737 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Modelling of fracture of concrete at high loading rates
Autori
Ožbolt, Joško ; Kožar, Ivica ; Travaš, Vanja
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
8th World Congress on Computational Mechanics WCCM8, 5th European Congress on Computational Methods in Applied Sciences and Engineering ECCOMAS 2008
/ Schrefler, B.A. ; Perego, U. - : International Center for Numerical Methods in Engineering (CIMNE), 2008, 1-2
Skup
8th World Congress on Computational Mechanics WCCM8, 5th European Congress on Computational Methods in Applied Sciences and Engineering ECCOMAS 2008
Mjesto i datum
Venecija, Italija, 30.06.2008. - 04.07.2008
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
concrete; rate effect; microplane; fracture; contact; finite elements
Sažetak
It is well known that the loading rate has a significant influence on the structural response. The response depends on the loading rate through the influence of three different effects: (i) through the creep of the bulk material between the cracks, (ii) through the rate dependency of the growing micro-cracks and (iii) through the influence of the structural inertia forces. Depending on the material and the loading rate, it dominates the first, the second or the third effect. For quasi-brittle materials, such as concrete, which exhibit cracking and damage phenomena, the second and the third effects dominate for very high loading rates (impact loading). However, for lower loading rates the first effect is more important. In the present study the model, which is based on the rate process theory of bond rupture is used for modeling of rate effect. The model is applicable over a many orders of magnitude of the loading rate. It was coupled with the microplane model for concrete, implemented into a 3D finite element code and calibrated based on the available experimental data. The FE code was then used in: (i) fracture studies of plain concrete beams of different sizes and (ii) penetration analysis of anchor into a concrete block.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
114-0000000-3145 - Numerički 3D kemo-higro-termo-mehanički model betona (Ožbolt, Joško, MZOS ) ( CroRIS)
114-0982562-1460 - Fleksibilne duge konstrukcije: nelinearno modeliranje s vizualizacijom (Kožar, Ivica, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka