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Pregled bibliografske jedinice broj: 364737

Modelling of fracture of concrete at high loading rates


Ožbolt, Joško; Kožar, Ivica; Travaš, Vanja
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)


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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

Profili:

Avatar Url Vanja Travaš (autor)

Avatar Url Joško Ožbolt (autor)

Avatar Url Ivica Kožar (autor)


Citiraj ovu publikaciju:

Ožbolt, Joško; Kožar, Ivica; Travaš, Vanja
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)
Ožbolt, J., Kožar, I. & Travaš, V. (2008) Modelling of fracture of concrete at high loading rates. U: Schrefler, B. & Perego, U. (ur.)8th World Congress on Computational Mechanics WCCM8, 5th European Congress on Computational Methods in Applied Sciences and Engineering ECCOMAS 2008.
@article{article, author = {O\v{z}bolt, Jo\v{s}ko and Ko\v{z}ar, Ivica and Trava\v{s}, Vanja}, year = {2008}, pages = {1-2}, keywords = {concrete, rate effect, microplane, fracture, contact, finite elements}, title = {Modelling of fracture of concrete at high loading rates}, keyword = {concrete, rate effect, microplane, fracture, contact, finite elements}, publisher = {International Center for Numerical Methods in Engineering (CIMNE)}, publisherplace = {Venecija, Italija} }
@article{article, author = {O\v{z}bolt, Jo\v{s}ko and Ko\v{z}ar, Ivica and Trava\v{s}, Vanja}, year = {2008}, pages = {1-2}, keywords = {concrete, rate effect, microplane, fracture, contact, finite elements}, title = {Modelling of fracture of concrete at high loading rates}, keyword = {concrete, rate effect, microplane, fracture, contact, finite elements}, publisher = {International Center for Numerical Methods in Engineering (CIMNE)}, publisherplace = {Venecija, Italija} }




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