Variation of dynamic elasticity modulus with experimentally determined concrete compressive strength

Esra Tuğrul Tunç
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Abstract

In reinforced concrete structures, one of the most important factors for structural safety is the quality of concrete. The first thing that comes to mind for concrete quality is the compressive strength of concrete. However, properties such as elasticity modulus are also among the properties that determine concrete quality. Since concrete is a brittle material, different methods are used to determine dynamic elasticity modulus. In practice, dynamic elasticity modulus of concrete can be identified by utilizing concrete compressive strength value. In this context; compressive strength tests were performed on a series of concretes accordingly relevant standards. Since it is difficult to determine elasticity modulus from the stress and strain relationship, the dynamic elasticity modulus values in this study was calculated using empirical formulas according to TS 500-2000, ACI 318-95 and CEB-FIP 1978 on the basis of experimental data in this study. The relationship between the calculated dynamic elasticity modulus values and concrete compressive strength was analyzed. From the study, it is concluded that as concrete compressive strength increases, dynamic elasticity modulus increases for the concrete specimens.
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动态弹性模量随实验测定的混凝土抗压强度的变化
在钢筋混凝土结构中,结构安全的最重要因素之一就是混凝土的质量。说到混凝土质量,人们首先想到的是混凝土的抗压强度。然而,弹性模量等性能也是决定混凝土质量的性能之一。由于混凝土是一种脆性材料,因此采用了不同的方法来确定动态弹性模量。实际上,混凝土的动态弹性模量可以通过混凝土的抗压强度值来确定。为此,根据相关标准对一系列混凝土进行了抗压强度测试。由于很难从应力和应变关系中确定弹性模量,本研究中的动态弹性模量值是在实验数据的基础上,根据 TS 500-2000、ACI 318-95 和 CEB-FIP 1978 使用经验公式计算得出的。分析了计算得出的动态弹性模量值与混凝土抗压强度之间的关系。研究得出结论,随着混凝土抗压强度的增加,混凝土试样的动态弹性模量也会增加。
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