Characterisation of the behaviour of high performance mortar subjected to high temperatures

被引:39
作者
Djaknoun, S. [1 ,2 ]
Ouedraogo, E. [1 ,2 ]
Benyahia, A. Ahmed [3 ]
机构
[1] Lab 3SR, F-38041 Grenoble 9, France
[2] Grenoble INP, Lab 3SR, Grenoble, France
[3] FGM&GP LUSTHB, Lab Mecan Avancee LMA, El Alia 1611, Alger, Algeria
关键词
High performance mortar; Strength; High temperature; Fracture; Toughness; Three-point bending tests; Notched specimens; RESIDUAL FRACTURE ENERGY; C-S-H; CONCRETE SUBJECT; STRENGTH CONCRETE; EXPOSURE;
D O I
10.1016/j.conbuildmat.2011.07.063
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental investigation was conducted to evaluate the performance of mortar mixed with silica fume (SF) when exposed to high temperatures. A three-point bending test apparatus was developed to test concrete-like materials at high temperatures. Notched specimens were first heated at a rate of 3.3 degrees C/min to various target temperatures from room temperature to 900 degrees C and then maintained under constant temperature during 2 h. They were then subjected to a three-point bending test while the temperature was held constant. The maximum peak load occurred at 300 degrees C and decreased sharply at higher temperatures. The experimental results demonstrated a noticeable influence of the temperature on the fracture resistance of the high-performance mortar. The toughness parameters, such as intensity factor or fracture energy, evolved nonlinearly with the target temperature, and reached their maximum value at 300 degrees C; at higher temperature, their values decreased considerably. SEM micrographs of the heated specimens after the mechanical tests and cooling and TGA/DTA analysis of the dried material matrix facilitated the understanding of the material's macroscopic behaviour. (C) 2011 Elsevier Ltd. All rights reserved.
引用
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页码:176 / 186
页数:11
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