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Nonlinear Analysis of Time-Dependent Effect for Reinforced Concrete Thin-Wall Box Girders Exposed to Fire
Aimed for fire-resistant performance for reinforced concrete thin-wall box girders, the energy equation and compound boundaries conditions were created. Analyses were performed to study the time-dependent laws of deflection for reinforced concrete thin-wall box girders exposed to fire. The results indicate that the vertical-deformation ability of reinforced concrete thin-wall box girders effectively increases with the increment of concrete cover thickness. The vertical-deformation presents a nonlinear increasing trend with the increment of extending-fire time.
Nonlinear Analysis of Time-Dependent Effect for Reinforced Concrete Thin-Wall Box Girders Exposed to Fire
Aimed for fire-resistant performance for reinforced concrete thin-wall box girders, the energy equation and compound boundaries conditions were created. Analyses were performed to study the time-dependent laws of deflection for reinforced concrete thin-wall box girders exposed to fire. The results indicate that the vertical-deformation ability of reinforced concrete thin-wall box girders effectively increases with the increment of concrete cover thickness. The vertical-deformation presents a nonlinear increasing trend with the increment of extending-fire time.
Nonlinear Analysis of Time-Dependent Effect for Reinforced Concrete Thin-Wall Box Girders Exposed to Fire
Zhang, Gang (author) / He, Shuan-hai (author) / Wang, Ling-bo (author)
Ninth International Conference of Chinese Transportation Professionals (ICCTP) ; 2009 ; Harbin, China
ICCTP 2009 ; 1-6
2009-07-23
Conference paper
Electronic Resource
English
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