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Non-linear fire-resistance analysis of reinforced concrete beams
ID
Bratina, Sebastjan
(
Avtor
),
ID
Planinc, Igor
(
Avtor
),
ID
Saje, Miran
(
Avtor
),
ID
Turk, Goran
(
Avtor
)
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MD5: 339401EC2AA0A64BEC67538D0D2F834C
PID:
20.500.12556/rul/6e110b72-dbd3-43c6-ad49-9201ed33e33f
Galerija slik
Izvleček
The non-linear structural analysis of reinforced concrete beams in fire consists of three separate steps: (i) The estimation of the rise of surrounding air temperature due to fire; (ii) the determination of the distribution of the temperature within the beam during fire; (iii) the evaluation of the mechanical response due to simultaneous time-dependent thermal and mechanical loads. Steps (ii) and (iii) are dealt with in the present paper. We present a two-step computational procedure where a 2D transient thermal analysis over the cross-sections of beams are made first, followed by mechanical analysis of the structure. Fundamental to the accuracy of the mechanical analysis is a new planar beam finite element. The effects of plasticity in concrete, and plasticity and viscous creep in steel are taken into consideration. The properties of concrete and steel along with the values of their thermal and mechanical parameters are taken according to the European standard ENV 1992-1-2 (1995). The comparison of our numerical and full-scale experimental results shows that the proposed mechanical and 2D thermal computational procedure is capable to describe the actual response of reinforced concrete beam structures to fire.
Jezik:
Angleški jezik
Ključne besede:
fire design
,
heat conduction
,
Reissner beam
,
finite element method
,
reinforced concrete
Tipologija:
1.01 - Izvirni znanstveni članek
Organizacija:
FGG - Fakulteta za gradbeništvo in geodezijo
Leto izida:
2003
Št. strani:
Str. 695-712
Številčenje:
Vol. 16, No. 6
PID:
20.500.12556/RUL-32123
UDK:
519.63:536.2:614.84:624.012.45:624.07
ISSN pri članku:
1225-4568
COBISS.SI-ID:
2108769
Datum objave v RUL:
10.07.2015
Število ogledov:
5023
Število prenosov:
1130
Metapodatki:
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Objavi na:
Gradivo je del revije
Naslov:
Structural engineering and mechanics
Skrajšan naslov:
Struct. eng. mech.
Založnik:
Techno-press
ISSN:
1225-4568
COBISS.SI-ID:
15455749
Sekundarni jezik
Jezik:
Angleški jezik
Ključne besede:
požar
,
pretok toplote
,
Breissnerjev nosilec
,
metoda končnih elementov
,
armirani beton
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