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TENSILE STRENGTH OF TWO-STAGE CONCRETE MEASURED BY DOUBLE-PUNCH TESTS

机译:用双冲试验测量两阶段混凝土的抗拉强度

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For normal strength concrete, it has been found that direct tensile strength could be satisfactorily predicted from 8 % to 12 % of the compressive strength value and is often estimated as 0.4 to 0.7 times the square root of the compressive strength. Splitting tensile strength is estimated from 8 % to 14 % of the compressive strength. For ordinary strength concrete also, it has been found that tensile strength obtained by double-punch test is slightly lower than the tensile strength obtained by split test. Contrary to the ordinary concrete there is no background information for evaluating the two-stage concrete tensile strength by double-punch and split tests. This study proposes an empirical approach for predicting the tensile strength from the compressive strength of two-stage concrete. This paper presents the results of experimental tests of the tensile strength of two-stage concrete measured by double-punch and split tests of one type of stone aggregate and different mix proportions of grout. On the basis of these results a relationship between the tensile strength and the compressive strength of two-stage concrete is statistically elaborated.
机译:对于普通强度混凝土,已经发现,直接抗拉强度可以令人满意地预测为抗压强度值的8%至12%,通常估计为抗压强度平方根的0.4至0.7倍。劈裂抗张强度估计为抗压强度的8%至14%。对于普通强度混凝土,还发现通过双冲压试验获得的拉伸强度略低于通过分裂试验获得的拉伸强度。与普通混凝土相反,没有背景信息可通过双冲和劈裂试验评估两阶段混凝土的抗拉强度。这项研究提出了一种根据两阶段混凝土的抗压强度预测抗拉强度的经验方法。本文介绍了通过对一种类型的骨料和不同比例的灌浆进行双冲切和劈裂测试来测量两阶段混凝土抗拉强度的实验结果。基于这些结果,统计地阐明了两阶段混凝土的抗拉强度和抗压强度之间的关系。

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