scholarly journals A multilayer thermo-elastic damage model for the bending deflection of the tunnel lining segment exposed to high temperatures

2020 ◽  
Vol 95 ◽  
pp. 103142
Author(s):  
Zhi-guo Yan ◽  
Yao Zhang ◽  
Yi Shen ◽  
He-hua Zhu ◽  
Yong Lu
2016 ◽  
Vol 249 ◽  
pp. 14-20
Author(s):  
Adam Hubáček ◽  
Veronika Ondryášová

The article is involved with study of fire resistance of concrete for tunnel linings. It summarises the problems of present knowledge of concrete resistance in tunnels and deals with behaviour of concrete particular parts at exposure to high temperatures. Further possibilities of fire resistance improvement for production of concretes together with fire prevention are described in this paper.


Author(s):  
Lahis Souza de Assis ◽  
Matheus Fernandes Dal Sasso ◽  
Michèle Cristina Resende Farage ◽  
Flávia de Souza Bastos ◽  
Anne-Lise Beaucour

Abstract Concrete is a widespread material all over the world. Due to this material’s heterogeneity and structural complexity, predicting the behavior of concrete structures under extreme environmental conditions is a very challenging task. High temperatures lead to microstructural changes which affect the macrostructural performance. In this context, computational tools that allow the simulation of structures may assist the analysis, by reproducing varied situations of thermal and mechanical loading and boundary conditions. In order to contribute to this scenario, this study proposes a numerical methodology to simulate the thermomechanical behavior of concrete under temperature gradients, through inverse analyses and a user subroutine implemented in Abaqus software. Thermal loading effects were considered as loading data for a damage model. Experimental data available in the literature was adopted for adjustment and validation purposes. The preliminary results presented herein encourage further improvements so as to allow realistic simulations of such an important aspect of concrete’s behavior.


2014 ◽  
Vol 2014.27 (0) ◽  
pp. 459-460
Author(s):  
Kai Oide ◽  
Masami Sato ◽  
Junji Yoshida ◽  
Toshiyuki Sugiyama

2018 ◽  
Vol 165 ◽  
pp. 16003
Author(s):  
Cloé Prudhomme ◽  
Pierre-Olivier Santacreu ◽  
Isabelle Evenepoel ◽  
Benoit Proult

Nowadays high temperatures resistant materials are needed to resist to high temperature applications (up to 1000°C), such as automotive exhaust gas manifolds. Some developed stainless steel grades, including ferritic grades or austenitic refractory grades, can be used in this temperature range and both in continuous or cyclic thermal conditions. In order to predict the thermomechanical fatigue damage of stainless steel parts submitted to cyclic thermal loading and constrained bonding conditions, the elastoviscoplastic model by Chaboche is determined for a wide range of temperatures, of strain amplitudes and strain rate levels thanks to isothermal traction-compression tests. The validation procedure is performed afterward by comparison with stabilized behavior under non isothermal conditions on a dedicated thermal fatigue test performed on V-shape specimens. Results of simulation show very good fitting with the experimental curves which would lead to a more accurate fatigue life prediction. A damage model was derived from Taira’s thermal low-cycle fatigue model to include dwell-time period at high temperature and creep-oxidation effect. In this paper the example of K44X, a dedicated grade for high temperatures applications, is presented.


2008 ◽  
Vol 400-402 ◽  
pp. 775-781
Author(s):  
Jing Si Huo ◽  
Hui Qu

A computational model, in which the effects of high temperature on steel and concrete’s properties and the composite action and interfacial properties between steel tube and concrete core were considered, was developed using ABAQUS program. Based on a damage model of concrete at ambient condition and tested stress versus strain curves of fire-damaged concrete, a new damage model of concrete after exposure to high temperatures was developed to consider the influence of high temperatures on the damage of concrete. By introducing the damage model of fire-damaged concrete, the reasonable equivalent stress-strain relations of confined concrete and a modified steel tube-concrete interface model into the ABAQUS FE model, the mechanical behaviors of the fire-damaged CFT columns and connections were simulated precisely and verified by some relative test results.


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