Pregled bibliografske jedinice broj: 801069
Response Variabilty Due to Randomness of Beam Height for Beam Bending Problem
Response Variabilty Due to Randomness of Beam Height for Beam Bending Problem // WORLDCOMP'15: The 2015 International Congress in Computer Science, Computer Engineering & Applied Computing, CSC'15 - The 13th International Conference on Scientific Computing
Las Vegas (NV), Sjedinjene Američke Države, 2015. (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), ostalo)
CROSBI ID: 801069 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Response Variabilty Due to Randomness of Beam Height for Beam Bending Problem
Autori
Mladen Meštrović
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), ostalo
Skup
WORLDCOMP'15: The 2015 International Congress in Computer Science, Computer Engineering & Applied Computing, CSC'15 - The 13th International Conference on Scientific Computing
Mjesto i datum
Las Vegas (NV), Sjedinjene Američke Države, 27.07.2015. - 30.07.2015
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
stochastic beam bending equation; uncertain geometrical property;
Sažetak
The beam height is assumed to have spatial uncertainty. The formulation to determine the response variability in the beam structure due to randomness of the beam height is given. The concept of variability response function is extended to beam bending problem where the beam height is considered to be one-dimensional, homogenous stochastic field. The randomness of the beam height has than influence not only on the flexural rigidity of the beam, but also on the self-weight load of the beam. Through the proposed formulation, it becomes possible for the weighted integral stochastic finite element analysis to consider complete influence of uncertain geometrical property on response variability.
Izvorni jezik
Engleski
Znanstvena područja
Temeljne tehničke znanosti
