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Effect of Elevated Temperature and Aggressive Chemical Environment on Compressive Strength of M-30 Grade of Concrete Composite

机译:高温和侵蚀性化学环境对M-30级混凝土复合材料抗压强度的影响

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摘要

The present paper reports result of an experimental program conducted to study the behavior of M-30 grade of concrete at elevated temperature on the basis of physical appearance, weight loss and residual compressive strength test. The concrete cubes(M-30) of 150×150×150 mm were cast with a ratio of 1:1.26:2.8 by weight. Three cubeswere tested for compressive strength at the age of 7 days and 28 days by universal testing machine. Then the specimen were subjected to the elevated temperature 200oc, 400oc, 600oc, 800oc and 1000oc in an electric air heated muffle and after cooling were tested for the compressive strength. Six cubes were immersed in each solution of sodium sulphate, sulfuric acid, and sodium chloride for 30 days and 60 days. The testreveal the properties of M-30 concrete and its applicability at elevated temperature and against aggressive environment such as acid attack, sulphate attack and chloride attack.
机译:本文报告了一项实验程序的结果,该程序是根据物理外观,失重和残余抗压强度试验研究M-30级混凝土在高温下的性能。以1:1.26:2.8的重量比浇铸150×150×150 mm的混凝土立方体(M-30)。在通用测试机上分别测试了三个立方体在7天和28天时的抗压强度。然后将样品置于高温下200 o c,400 o c,600 o c,800 o c和1000 o c在电空气加热的马弗炉中冷却后进行测试抗压强度。将六个立方体分别浸入硫酸钠,硫酸和氯化钠的每种溶液中30天和60天。该测试揭示了M-30混凝土的性能及其在高温下以及在侵蚀性环境(例如酸腐蚀,硫酸盐腐蚀和氯化物腐蚀)下的适用性。

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