Effect of binding system on the compressive behaviour of refractory mortars
Résumé
In refractory masonry lining of industrial furnaces the compressibility of mortars is critical for the thermo-mechanical integrity of the structure.Compressive stress-strain behaviour of refractory mortars has been measured during drying at room temperature and in the service temperaturerange of 300-1400◦C. The results have been explained using fractographic analysis and distinct element method computer modelling. The mortarfailure has been shown to occur due to formation of shear bands of micro-cracks. The propagation of cracks preferably follows the shortest pathbetween larger pores and is influenced by grain cohesion and interlocking. Tests with mortars featuring calcium aluminate cement, mono aluminiumphosphate, water glass and bentonite clay binders have indicated that besides increasing the cohesion between the grains the binder reduces theinternal friction that promotes higher compressibility. It has been found that the mortar with clay has the highest compressibility. The mortar withcement shows the most stable behaviour.