Pregled bibliografske jedinice broj: 583318
Stress analysis of an industry hall's deep beam
Stress analysis of an industry hall's deep beam // EAN 2012 50th annual conference on experimental stress analysis / Ružička, M. ; Doubrava, K. ; Horak, Z. (ur.).
Prag: Czech technical university in Prague, 2012. str. 457-464 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 583318 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Stress analysis of an industry hall's deep beam
Autori
Šimić, Diana ; Grubešić, Ana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
EAN 2012 50th annual conference on experimental stress analysis
/ Ružička, M. ; Doubrava, K. ; Horak, Z. - Prag : Czech technical university in Prague, 2012, 457-464
ISBN
978-80-01-05060-6
Skup
EAN 2012 50th annual conference on experimental stress analysis
Mjesto i datum
Tábor, Češka Republika, 04.06.2012. - 07.06.2012
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
visokostjeni nosač;; naprezanja; deformacije; tenzometri; metoda konačnih elemenata; mehaničke karakteristike mediapana
(deep beam; stress; strain; strain gauges; finite element method (FEM); mechanical properties of medium density fibreboard)
Sažetak
The stress and strain analysis for a complexly-shaped deep beam to be used in an industrial hall building was conducted theoretically, through finite element method, and experimentally, by deep beam model testing in laboratory. The laboratory tested model of a deep beam was made of a medium density fibreboard (MDF) plate, 38 mm in thickness. Mechanical characteristics of the medium density fibreboard were determined by laboratory testing of fibreboard specimens. During the deep beam model testing in laboratory, characteristic cross sections were subjected to strain measurements by means of resistance strain gauges, while inductive strain gauges were used for measuring displacements. In the course of laboratory testing, the load applied on the deep beam model was gradually increased in four phases. The relaxation of load between individual loading phases, was followed by an increased application of load. After results obtained by model testing in laboratory were analyzed and compared with those obtained by the finite element method, it was established that a good correspondence of results was obtained during the stress and strain analysis of deep beams.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0821504-1496 - Razvoj eksperimentalnih metoda istraživanja građevinskih konstrukcija (Rak, Mladenko, MZOS ) ( CroRIS)
082-1201829-2166 - Nestandardni modeli građevinskih konstrukcija (Lazarević, Damir, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb
Profili:
Diana Šimić Penava
(autor)