Pregled bibliografske jedinice broj: 715127
Fatigue Life Evaluation of Welded Railway Bridges Based on Field Measurements
Fatigue Life Evaluation of Welded Railway Bridges Based on Field Measurements // IABSE Symposium Madrid 2014, Engineering for Progress, Nature and People / M. Cutillas, Antonio ; M. Goicolea, José (ur.).
Madrid: ETH Hönggerberg, CH-8093 Zürich, Switzerland, 2014. str. 2789-2796 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 715127 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Fatigue Life Evaluation of Welded Railway Bridges Based on Field Measurements
Autori
Lukačević, Ivan ; Dujmović, Darko ; Androić, Boris
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
IABSE Symposium Madrid 2014, Engineering for Progress, Nature and People
/ M. Cutillas, Antonio ; M. Goicolea, José - Madrid : ETH Hönggerberg, CH-8093 Zürich, Switzerland, 2014, 2789-2796
ISBN
978-3-85748-135-2
Skup
37th IABSE Symposium 2014 Madrid, Engineering for Progress, Nature and People
Mjesto i datum
Madrid, Španjolska, 03.09.2014. - 05.09.2014
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
fatigue; reliability; fatigue life; field measurements; finite element method
Sažetak
Fatigue life evaluation of existing bridges is an important task especially for bridges reaching design life or subjected to increasing traffic volume. This paper presents probabilistic fatigue life assessment of welded railway bridge based on field measurement and numerical methods which can be applied to any fatigue sensitive structure. Due to the unavailability of details for setting up measuring devices, scope of the measurements etc., it is not always possible conduct measurements for all critical details. Field measurements in some critical details in the structure can give the basis for reliability analyses and fatigue life assessment in all critical details. In this paper fatigue life is defined as time when critical detail in structure reaches target reliability level. Fatigue reliability analysis is based on S-N concept and Miner’s linear damage hypothesis taking into account model uncertainties and different probability density functions of stress ranges.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
Napomena
Tiskani zbornik ISBN: 978-3-85748-134-5, stranice od 752 do 753
POVEZANOST RADA
Projekti:
082-0821466-1469 - Optimalizacija pouzdanosti okvirnih sustava s različitim tipovima spojeva (Dujmović, Darko, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb,
Akademija tehničkih znanosti