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Service life design of concrete structures, part 1: Durability and reliability concept

Projektovanje betonskih konstrukcija prema upotrebnom veku, deo 1 - osnovni pojmovi trajnosti i pouzdanosti

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2007
145.pdf (970.2Kb)
Authors
Ignjatović, Ivan
Marinković, Snežana
Article (Published version)
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Abstract
The paper deals with service life design of concrete structures, as a design approach based on reliability methods comparable to load design as we are used to have it in design codes. To do that, it is necessary to quantify the deterioration mechanism with realistic models describing the process physically and chemically with sufficient accuracy. This means that all the parameters on the load side (the environmental actions) and on the resistance side (the resistance of the concrete against the considered environmental actions) must be statistically described and quantified, to enable verification of considered limit states with probabilistic methods. .
U radu je prikazan nov način tretiranja aspekata trajnosti betonskih konstrukcija i projektovanja s obzirom na trajnost, tj. koncept projektovanja betonskih konstrukcija s obzirom na njihov upotrebni vek. Ovaj koncept se bazira na pouzdanosti, slično kao i konvencionalni način projektovanja konstrukcija prema nosivosti. Osnovni preduslov je poznavanje deterioracionih mehanizama kako bi mogli da se formiraju fizički i hemijski modeli za simuliranje mehanizama oštećenja. Promenljive u modelima treba da budu kvantifikovane i statistički opisane kako bi bilo moguće da se nekim od probabilističkih pristupa izvedu proračunski dokazi razmatranih graničnih stanja. .
Keywords:
concrete structures / durability / service life / reliability / deterioration mechanism / probabilistic method / betonske konstrukcije / trajnost / upotrebni vek / pouzdanost / deterioracioni mehanizam / probabilistički pristup
Source:
Materijali i konstrukcije, 2007, 50, 4, 3-15
Publisher:
  • Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd

ISSN: 0543-0798

[ Google Scholar ]
Handle
https://hdl.handle.net/21.15107/rcub_grafar_147
URI
https://grafar.grf.bg.ac.rs/handle/123456789/147
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за материјале и конструкције
Institution/Community
GraFar
TY  - JOUR
AU  - Ignjatović, Ivan
AU  - Marinković, Snežana
PY  - 2007
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/147
AB  - The paper deals with service life design of concrete structures, as a design approach based on reliability methods comparable to load design as we are used to have it in design codes. To do that, it is necessary to quantify the deterioration mechanism with realistic models describing the process physically and chemically with sufficient accuracy. This means that all the parameters on the load side (the environmental actions) and on the resistance side (the resistance of the concrete against the considered environmental actions) must be statistically described and quantified, to enable verification of considered limit states with probabilistic methods. .
AB  - U radu je prikazan nov način tretiranja aspekata trajnosti betonskih konstrukcija i projektovanja s obzirom na trajnost, tj. koncept projektovanja betonskih konstrukcija s obzirom na njihov upotrebni vek. Ovaj koncept se bazira na pouzdanosti, slično kao i konvencionalni način projektovanja konstrukcija prema nosivosti. Osnovni preduslov je poznavanje deterioracionih mehanizama kako bi mogli da se formiraju fizički i hemijski modeli za simuliranje mehanizama oštećenja. Promenljive u modelima treba da budu kvantifikovane i statistički opisane kako bi bilo moguće da se nekim od probabilističkih pristupa izvedu proračunski dokazi razmatranih graničnih stanja. .
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Materijali i konstrukcije
T1  - Service life design of concrete structures, part 1: Durability and reliability concept
T1  - Projektovanje betonskih konstrukcija prema upotrebnom veku, deo 1 - osnovni pojmovi trajnosti i pouzdanosti
EP  - 15
IS  - 4
SP  - 3
VL  - 50
UR  - https://hdl.handle.net/21.15107/rcub_grafar_147
ER  - 
@article{
author = "Ignjatović, Ivan and Marinković, Snežana",
year = "2007",
abstract = "The paper deals with service life design of concrete structures, as a design approach based on reliability methods comparable to load design as we are used to have it in design codes. To do that, it is necessary to quantify the deterioration mechanism with realistic models describing the process physically and chemically with sufficient accuracy. This means that all the parameters on the load side (the environmental actions) and on the resistance side (the resistance of the concrete against the considered environmental actions) must be statistically described and quantified, to enable verification of considered limit states with probabilistic methods. ., U radu je prikazan nov način tretiranja aspekata trajnosti betonskih konstrukcija i projektovanja s obzirom na trajnost, tj. koncept projektovanja betonskih konstrukcija s obzirom na njihov upotrebni vek. Ovaj koncept se bazira na pouzdanosti, slično kao i konvencionalni način projektovanja konstrukcija prema nosivosti. Osnovni preduslov je poznavanje deterioracionih mehanizama kako bi mogli da se formiraju fizički i hemijski modeli za simuliranje mehanizama oštećenja. Promenljive u modelima treba da budu kvantifikovane i statistički opisane kako bi bilo moguće da se nekim od probabilističkih pristupa izvedu proračunski dokazi razmatranih graničnih stanja. .",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Materijali i konstrukcije",
title = "Service life design of concrete structures, part 1: Durability and reliability concept, Projektovanje betonskih konstrukcija prema upotrebnom veku, deo 1 - osnovni pojmovi trajnosti i pouzdanosti",
pages = "15-3",
number = "4",
volume = "50",
url = "https://hdl.handle.net/21.15107/rcub_grafar_147"
}
Ignjatović, I.,& Marinković, S.. (2007). Service life design of concrete structures, part 1: Durability and reliability concept. in Materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 50(4), 3-15.
https://hdl.handle.net/21.15107/rcub_grafar_147
Ignjatović I, Marinković S. Service life design of concrete structures, part 1: Durability and reliability concept. in Materijali i konstrukcije. 2007;50(4):3-15.
https://hdl.handle.net/21.15107/rcub_grafar_147 .
Ignjatović, Ivan, Marinković, Snežana, "Service life design of concrete structures, part 1: Durability and reliability concept" in Materijali i konstrukcije, 50, no. 4 (2007):3-15,
https://hdl.handle.net/21.15107/rcub_grafar_147 .

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