کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
1473888 991067 2014 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Effect of binding system on the compressive behaviour of refractory mortars
ترجمه فارسی عنوان
تأثیر سیستم اتصال بر رفتار فشاری خمپاره های مقاوم
کلمات کلیدی
فرآورده های نسوز، ملات، ترمو مکانیک، اثرات جانبی ریز ساختار
موضوعات مرتبط
مهندسی و علوم پایه مهندسی مواد سرامیک و کامپوزیت
چکیده انگلیسی

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 temperature range of 300–1400 °C. The results have been explained using fractographic analysis and distinct element method computer modelling. The mortar failure has been shown to occur due to formation of shear bands of micro-cracks. The propagation of cracks preferably follows the shortest path between larger pores and is influenced by grain cohesion and interlocking. Tests with mortars featuring calcium aluminate cement, mono aluminium phosphate, water glass and bentonite clay binders have indicated that besides increasing the cohesion between the grains the binder reduces the internal friction that promotes higher compressibility. It has been found that the mortar with clay has the highest compressibility. The mortar with cement shows the most stable behaviour.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of the European Ceramic Society - Volume 34, Issue 13, November 2014, Pages 3217–3227
نویسندگان
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