THEORETICAL ANALYSIS OF TUNNEL LINING SUBJECTED TO FIRE | ||||
| JES. Journal of Engineering Sciences | ||||
| Article 2, Volume 38, No 3, May and June 2010, Page 619-640 PDF (1.24 MB) | ||||
| Document Type: Research Paper | ||||
| DOI: 10.21608/jesaun.2010.124386 | ||||
 View on SCiNiTO | ||||
| Author | ||||
| M. H. Mansour | ||||
| Civil Eng. Dept., Faculty of Eng., Assiut University, Assiut, Egypt | ||||
| Abstract | ||||
| 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. | ||||
| Keywords | ||||
| William-Warnke; 3-D Analysis; Tunnel Lining; Fire loading | ||||
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