Naslov
Application of Fuzzy Set Theory to the Calculation of Limited Corrosion State Safety Factor Reinforced Concrete Structures

Autori
Mikulić, Dunja ; Krstić, Vedrana ; Bjegović, Dubravka

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Proceedings of the Fourth International Colloquium: Materials Science and Restoration, Vol. II Masonry, Half-Timbering, and Structural Behaviour / F.H.Wittmann, A.Gerdes - Esslingen : AEDIFICATIO Publishers, Fraunhofer IRB Verlag, 1996, 1201-1209

Skup
The fourth International Colloquium Materials Science and Restoration

Mjesto i datum
Esslingen, Njemačka, 17.12.1996. - 19.12.1996

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
reinforced concrete structures; fuzzy set theory; limit state safety coefficient

Sažetak
Reduction of the reinforcement cross-section's bearing area by corrosion in sufficiently long time period, may result in bearing failure of the dimensioned cross-section. Since it is impossible to give a quantitative expression of all the factors' influences which cause reinforcement corrosion resulting in reduction of the bearing area, their influences are taken into account in the dimensioning procedure through the corrosion limit state safety coefficient. Since the description of some factors' is qualitative, the calculation according to the fuzzy sets theory is taken as the most appropriate procedure for the safety coefficient definition.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

POVEZANOST RADA