The present paper aims to investigate the impact of fire on the behavior of concrete structures such as tunnels. In this paper, the non-uniform work hardening plasticity model (Willam-Warnke five-parameter model) was adopted as yield and failure criteria for concrete. The tunnel was investigated after being exposed to a fire, by means of a FE 3-D model. Moreover, the behavior of the tunnel during heating and cooling processes was studied. Furthermore, the tunnel was also analyzed by a FE 2-D model, in order to make comparisons between the two models.
Mansour, M. H. (2010). THEORETICAL ANALYSIS OF TUNNEL LINING SUBJECTED TO FIRE. JES. Journal of Engineering Sciences, 38(No 3), 619-640. doi: 10.21608/jesaun.2010.124386
MLA
M. H. Mansour. "THEORETICAL ANALYSIS OF TUNNEL LINING SUBJECTED TO FIRE", JES. Journal of Engineering Sciences, 38, No 3, 2010, 619-640. doi: 10.21608/jesaun.2010.124386
HARVARD
Mansour, M. H. (2010). 'THEORETICAL ANALYSIS OF TUNNEL LINING SUBJECTED TO FIRE', JES. Journal of Engineering Sciences, 38(No 3), pp. 619-640. doi: 10.21608/jesaun.2010.124386
VANCOUVER
Mansour, M. H. THEORETICAL ANALYSIS OF TUNNEL LINING SUBJECTED TO FIRE. JES. Journal of Engineering Sciences, 2010; 38(No 3): 619-640. doi: 10.21608/jesaun.2010.124386
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