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A Nonlinear Crack Model for Concrete Structure Based on an Extended Scaled Boundary Finite Element Method

Numerical Analysis of a Moderate Fire inside a Segment of a Subway Station

Institute for Mechanics of Materials and Structures, TU Wien—Vienna University of Technology, Karlsplatz 13/202, 1040 Vienna, Austria
College of Civil Engineering, Tongji University, Shanghai 200092, China
Author to whom correspondence should be addressed.
Appl. Sci. 2018, 8(11), 2116;
Received: 25 September 2018 / Revised: 24 October 2018 / Accepted: 26 October 2018 / Published: 1 November 2018
(This article belongs to the Special Issue Computational Methods for Fracture)
A 1:4 scaled fire test of a segment of a subway station is analyzed by means of three-dimensional Finite Element simulations. The first 30 min of the test are considered to be representative of a moderate fire. Numerical sensitivity analyses are performed. As regards the thermal boundary conditions, a spatially uniform surface temperature history and three different piecewise uniform surface temperature histories are used. As regards the material behavior of concrete, a temperature-independent linear-elastic model and a temperature-dependent elasto-plastic model are used. Heat transfer within the reinforced concrete structure is simulated first. The computed temperature evolutions serve as input for thermomechanical simulations of the fire test. Numerical results are compared with experimental measurements. It is concluded that three sources of uncertainties render the numerical simulation of fire tests challenging: possible damage of the structure prior to testing, the actual distribution of the surface temperature during the test and the time-dependent high-temperature behavior of concrete. In addition, the simulations underline that even a moderate fire represents a severe load case, threatening the integrity of the reinforced concrete structure. Tensile cracking is likely to happen at the inaccessible outer surface of the underground structure. Thus, careful inspection is recommended even after non-catastrophic fires. View Full-Text
Keywords: thermomechanical analysis; moderate fire; finite element simulations thermomechanical analysis; moderate fire; finite element simulations
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MDPI and ACS Style

Díaz, R.; Wang, H.; Mang, H.; Yuan, Y.; Pichler, B. Numerical Analysis of a Moderate Fire inside a Segment of a Subway Station. Appl. Sci. 2018, 8, 2116.

AMA Style

Díaz R, Wang H, Mang H, Yuan Y, Pichler B. Numerical Analysis of a Moderate Fire inside a Segment of a Subway Station. Applied Sciences. 2018; 8(11):2116.

Chicago/Turabian Style

Díaz, Rodrigo, Hui Wang, Herbert Mang, Yong Yuan, and Bernhard Pichler. 2018. "Numerical Analysis of a Moderate Fire inside a Segment of a Subway Station" Applied Sciences 8, no. 11: 2116.

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