GraFar - Repository of the Faculty of Civil Engineering
Faculty of Civil Engineering of the University of Belgrade
    • English
    • Српски
    • Српски (Serbia)
  • English 
    • English
    • Serbian (Cyrilic)
    • Serbian (Latin)
  • Login
View Item 
  •   GraFar
  • GraFar
  • Radovi istraživača / Researcher's publications
  • View Item
  •   GraFar
  • GraFar
  • Radovi istraživača / Researcher's publications
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

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

Thumbnail
2007
145.pdf (970.2Kb)
Authors
Ignjatović, Ivan
Marinković, Snežana
Article (Published version)
Metadata
Show full item record
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 ]
URI
http://grafar.grf.bg.ac.rs/handle/123456789/147
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за материјале и конструкције
Institution
GraFar

DSpace software copyright © 2002-2015  DuraSpace
About GraFar - Repository of the Faculty of Civil Engineering | Send Feedback

OpenAIRERCUB
 

 

All of DSpaceInstitutionsAuthorsTitlesSubjectsThis institutionAuthorsTitlesSubjects

Statistics

View Usage Statistics

DSpace software copyright © 2002-2015  DuraSpace
About GraFar - Repository of the Faculty of Civil Engineering | Send Feedback

OpenAIRERCUB