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Polymer modified concrete with expanded polystyrene grains reinforced with polypropylene fibers

Нема приказа
Аутори
Janković, Ksenija
Lončar, Ljiljana
Чланак у часопису (Објављена верзија)
Метаподаци
Приказ свих података о документу
Апстракт
Lightweight concrete with lower water absorption for thin structural elements was goal of investigation. Polypropylene fibers contributed to concrete ductility. For lower bulk density we used polystyrene grains. We used polymer modified concrete for realization of better adhezion between concrete and fiber. Polymer membranes cover the micro - fissures wich may appear due to shrinkage, so polymer modified concrete has smaller water absorption. The influence of polypropylene fiber and cement quantity on properties concrete is investigated in this paper. Experimental work included several kinds of concrete, made with different cement contents, consistency, quantity of polypropylene fibers and with polymer latex, styrenebutadiene rubber modifier. River aggregate with grain size of up to 8 mm was used. The polymer portland cement concrete properties depend, not only on composition but also on the way of preparation, compacting and curing. Curing includes: 1 day in wet conditions, 6 days in ...the water followed by 21 days in the air. Compressive and splitting tensile strength and water absorption values are reported. It can be concluded that using of polypropylene fibers have better effect on splitting to compressive strength ratio for concrete with bulk density lower than 1800 kg/m3

Кључне речи:
Polypropylene fibers / Polymer / Lightweight concrete / Expanded polystyrene grains
Извор:
American Concrete Institute, ACI Special Publication, 2001, SP-200, 483-490
Издавач:
  • American Concrete Institute

ISSN: 0193-2527

Scopus: 2-s2.0-85112653716
[ Google Scholar ]
Handle
https://hdl.handle.net/21.15107/rcub_rims_20
URI
http://rims.institutims.rs/handle/123456789/20
Колекције
  • Radovi istraživača / Researchers' publications
Институција/група
Institut za ispitivanje materijala
TY  - JOUR
AU  - Janković, Ksenija
AU  - Lončar, Ljiljana
PY  - 2001
UR  - http://rims.institutims.rs/handle/123456789/20
AB  - Lightweight concrete with lower water absorption for thin structural elements was goal of investigation. Polypropylene fibers contributed to concrete ductility. For lower bulk density we used polystyrene grains. We used polymer modified concrete for realization of better adhezion between concrete and fiber. Polymer membranes cover the micro - fissures wich may appear due to shrinkage, so polymer modified concrete has smaller water absorption. The influence of polypropylene fiber and cement quantity on properties concrete is investigated in this paper. Experimental work included several kinds of concrete, made with different cement contents, consistency, quantity of polypropylene fibers and with polymer latex, styrenebutadiene rubber modifier. River aggregate with grain size of up to 8 mm was used. The polymer portland cement concrete properties depend, not only on composition but also on the way of preparation, compacting and curing. Curing includes: 1 day in wet conditions, 6 days in the water followed by 21 days in the air. Compressive and splitting tensile strength and water absorption values are reported. It can be concluded that using of polypropylene fibers have better effect on splitting to compressive strength ratio for concrete with bulk density lower than 1800 kg/m3
PB  - American Concrete Institute
T2  - American Concrete Institute, ACI Special Publication
T1  - Polymer modified concrete with expanded polystyrene grains reinforced with polypropylene fibers
EP  - 490
SP  - 483
VL  - SP-200
UR  - https://hdl.handle.net/21.15107/rcub_rims_20
ER  - 
@article{
author = "Janković, Ksenija and Lončar, Ljiljana",
year = "2001",
abstract = "Lightweight concrete with lower water absorption for thin structural elements was goal of investigation. Polypropylene fibers contributed to concrete ductility. For lower bulk density we used polystyrene grains. We used polymer modified concrete for realization of better adhezion between concrete and fiber. Polymer membranes cover the micro - fissures wich may appear due to shrinkage, so polymer modified concrete has smaller water absorption. The influence of polypropylene fiber and cement quantity on properties concrete is investigated in this paper. Experimental work included several kinds of concrete, made with different cement contents, consistency, quantity of polypropylene fibers and with polymer latex, styrenebutadiene rubber modifier. River aggregate with grain size of up to 8 mm was used. The polymer portland cement concrete properties depend, not only on composition but also on the way of preparation, compacting and curing. Curing includes: 1 day in wet conditions, 6 days in the water followed by 21 days in the air. Compressive and splitting tensile strength and water absorption values are reported. It can be concluded that using of polypropylene fibers have better effect on splitting to compressive strength ratio for concrete with bulk density lower than 1800 kg/m3",
publisher = "American Concrete Institute",
journal = "American Concrete Institute, ACI Special Publication",
title = "Polymer modified concrete with expanded polystyrene grains reinforced with polypropylene fibers",
pages = "490-483",
volume = "SP-200",
url = "https://hdl.handle.net/21.15107/rcub_rims_20"
}
Janković, K.,& Lončar, L.. (2001). Polymer modified concrete with expanded polystyrene grains reinforced with polypropylene fibers. in American Concrete Institute, ACI Special Publication
American Concrete Institute., SP-200, 483-490.
https://hdl.handle.net/21.15107/rcub_rims_20
Janković K, Lončar L. Polymer modified concrete with expanded polystyrene grains reinforced with polypropylene fibers. in American Concrete Institute, ACI Special Publication. 2001;SP-200:483-490.
https://hdl.handle.net/21.15107/rcub_rims_20 .
Janković, Ksenija, Lončar, Ljiljana, "Polymer modified concrete with expanded polystyrene grains reinforced with polypropylene fibers" in American Concrete Institute, ACI Special Publication, SP-200 (2001):483-490,
https://hdl.handle.net/21.15107/rcub_rims_20 .

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