Pregled bibliografske jedinice broj: 352033
Numerical analysis of spalling of concrete cover at high temperature
Numerical analysis of spalling of concrete cover at high temperature // Fire design of concrete structures / Joã ; o Paulo C. Rodrigues (ur.).
Coimbra: fib TG 4.3, 2007. str. 100-113 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 352033 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Numerical analysis of spalling of concrete cover at high temperature
Autori
Ožbolt, Joško ; Periškić, Goran ; Reinhardt, Hans-Wolf
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Fire design of concrete structures
/ Joã ; o Paulo C. Rodrigues - Coimbra : Fib TG 4.3, 2007, 100-113
Skup
Fire design of concrete structures - from material modelling to structural performance
Mjesto i datum
Coimbra, Portugal, 08.11.2007. - 09.11.2007
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
concrete; high temperature; explosive spalling; modelling; FE method
Sažetak
In the present paper a thermo-hygro-mechanical model for concrete and its application in the numerical analysis of explosive spalling of concrete at high temperature are discussed. For given boundary conditions the distribution of moisture, pore pressure, temperature, stresses and strains are calculated by employing a three-dimensional transient finite element analysis. The used thermo-hygro-mechanical model accounts for the interaction between hygral and thermal properties of concrete. Moreover, these properties are coupled with the mechanical properties of concrete, i.e. it is assumed that the mechanical properties (damage) have an effect on the distribution of moisture (pore pressure) and temperature. The mechanical strain, which is due to loading, temperature induced stresses and pore pressure, is calculated by employing temperature dependent microplane model. To study explosive spalling of concrete cover, a 3D finite element analysis of a concrete slab, which was locally exposed to high temperature, is performed. In the analysis are varied thermo-hygral and mechanical properties of concrete. The results indicate that relatively high pore pressure in concrete can cause spalling of concrete cover and that the governing parameter that controls spalling is the permeability of concrete. The used model is still under development and, therefore, the presented results are only preliminary.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
114-0000000-3145 - Numerički 3D kemo-higro-termo-mehanički model betona (Ožbolt, Joško, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka
Profili:
Joško Ožbolt
(autor)