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Modul elastičnosti betona sa agregatom od reciklirane opeke

Modulus of elasticity of concrete with aggregate of recycled brick

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2002
Authors
Janković, Ksenija
Article (Published version)
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Abstract
Na osnovu zavisnosti napona i deformacija pri kratkotrajnom opterećenju može se definisati područje elastičnih i plastičnih deformacija, karakter loma, maksimalna deformacija pri lomu. U ovom članku su prikazani radni dijagrami betona, kao i vrednosti statičkog i dinamičkog modula elastičnosti dobijeni na osnovu ispitivanja prema važećim jugoslovenskim standardima. Eksperimentalni rad je obuhvatio vise vrsta betona spravljenih sa agregatom od reciklirane opeke, sa ili bez dodatka polimera. .
On the base of the dependence of stress and strained by loading of short duration, it is possible to define the area of elastic and plastic deformations, the failure character and the maximal failure deformation. In the present article the working concrete diagrams are presented, as well as the values of the static and dynamic modulus of elasticity, obtained on the base of testing according to the valid Yugoslav standards. The experimental work has comprised several kinds of concrete, fabricated with the aggregate of recycled brick, with or without polymer additives. .
Keywords:
σ - ε dijagram / reciklirana opeka / polimer / modul elastičnosti / beton / recycled brick / polymer / modulus of elasticity / concrete
Source:
Izgradnja, 2002, 56, 9, 275-278
Publisher:
  • Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd

ISSN: 0350-5421

[ Google Scholar ]
Handle
https://hdl.handle.net/21.15107/rcub_rims_29
URI
http://rims.institutims.rs/handle/123456789/29
Collections
  • Radovi istraživača / Researchers' publications
Institution/Community
Institut za ispitivanje materijala
TY  - JOUR
AU  - Janković, Ksenija
PY  - 2002
UR  - http://rims.institutims.rs/handle/123456789/29
AB  - Na osnovu zavisnosti napona i deformacija pri kratkotrajnom opterećenju može se definisati područje elastičnih i plastičnih deformacija, karakter loma, maksimalna deformacija pri lomu. U ovom članku su prikazani radni dijagrami betona, kao i vrednosti statičkog i dinamičkog modula elastičnosti dobijeni na osnovu ispitivanja prema važećim jugoslovenskim standardima. Eksperimentalni rad je obuhvatio vise vrsta betona spravljenih sa agregatom od reciklirane opeke, sa ili bez dodatka polimera. .
AB  - On the base of the dependence of stress and strained by loading of short duration, it is possible to define the area of elastic and plastic deformations, the failure character and the maximal failure deformation. In the present article the working concrete diagrams are presented, as well as the values of the static and dynamic modulus of elasticity, obtained on the base of testing according to the valid Yugoslav standards. The experimental work has comprised several kinds of concrete, fabricated with the aggregate of recycled brick, with or without polymer additives. .
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2  - Izgradnja
T1  - Modul elastičnosti betona sa agregatom od reciklirane opeke
T1  - Modulus of elasticity of concrete with aggregate of recycled brick
EP  - 278
IS  - 9
SP  - 275
VL  - 56
UR  - https://hdl.handle.net/21.15107/rcub_rims_29
ER  - 
@article{
author = "Janković, Ksenija",
year = "2002",
abstract = "Na osnovu zavisnosti napona i deformacija pri kratkotrajnom opterećenju može se definisati područje elastičnih i plastičnih deformacija, karakter loma, maksimalna deformacija pri lomu. U ovom članku su prikazani radni dijagrami betona, kao i vrednosti statičkog i dinamičkog modula elastičnosti dobijeni na osnovu ispitivanja prema važećim jugoslovenskim standardima. Eksperimentalni rad je obuhvatio vise vrsta betona spravljenih sa agregatom od reciklirane opeke, sa ili bez dodatka polimera. ., On the base of the dependence of stress and strained by loading of short duration, it is possible to define the area of elastic and plastic deformations, the failure character and the maximal failure deformation. In the present article the working concrete diagrams are presented, as well as the values of the static and dynamic modulus of elasticity, obtained on the base of testing according to the valid Yugoslav standards. The experimental work has comprised several kinds of concrete, fabricated with the aggregate of recycled brick, with or without polymer additives. .",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "Modul elastičnosti betona sa agregatom od reciklirane opeke, Modulus of elasticity of concrete with aggregate of recycled brick",
pages = "278-275",
number = "9",
volume = "56",
url = "https://hdl.handle.net/21.15107/rcub_rims_29"
}
Janković, K.. (2002). Modul elastičnosti betona sa agregatom od reciklirane opeke. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd., 56(9), 275-278.
https://hdl.handle.net/21.15107/rcub_rims_29
Janković K. Modul elastičnosti betona sa agregatom od reciklirane opeke. in Izgradnja. 2002;56(9):275-278.
https://hdl.handle.net/21.15107/rcub_rims_29 .
Janković, Ksenija, "Modul elastičnosti betona sa agregatom od reciklirane opeke" in Izgradnja, 56, no. 9 (2002):275-278,
https://hdl.handle.net/21.15107/rcub_rims_29 .

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