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A Comparative Case study of Compressive Strength of M45 and M40 Grade Concrete by Accelerated Curing Test method and Normal 28 days Curing Method

机译:加速固化试验法与普通28天固化法对M45和M40级混凝土抗压强度的比较研究

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In this paper correlation in compressive strength of concrete using accelerated curing and normal 28days curing has been discussed. The work has been carried out especially on M45grade and M40 Grade concrete pump able mix. After finalisation of mix design cubes were casted for each grade as per Indian standard. The cubes were tested by accelerated curing test method specified in IS 90131978 and 28days compressive strength as per IS5161959. These compressive strength results were analysed It was observed that compressive strength of cubes after 28days curing and that of after accelerated curing have a variation ranges from 2% to 7%.approxmately.Therefore it was concluded that under controlled test condition strength determined by accelerated curing test is always higher than normal 28days strength.
机译:在本文中,讨论了使用加速养护和正常28天养护的混凝土抗压强度的相关性。这项工作特别是在M45级和M40级混凝土泵送混合料上进行的。混合料最终确定后,按照印度标准铸造每个等级的立方体。通过在IS 90131978中指定的加速固化测试方法以及根据IS5161959的28天抗压强度来测试立方体。对这些抗压强度结果进行分析后发现,固化28天后和加速固化后的立方体的抗压强度在2%至7%之间变化,因此得出结论,在受控测试条件下,加速固化所确定的强度测试始终高于正常的28天强度。

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