Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens

S. Seitl, J. Ríos, H. Cifuentes
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引用次数: 7

Abstract

The modified disk shaped compact tension test is a configuration derived from standard compact tension test that is used for measuring fracture mechanical properties of primarily metallic materials. The compact tension configuration is commonly used for measurement fracture mechanical properties as e.g. fracture toughness, Young’s modulus, work of fracture etc. The modified compact tension tests imply significant modifications of the specimen morphology in order to avoid premature failure. The modified compact tension test is not proper for quasi-brittle materials due to its complicated shape (steel-concrete interface), but it is easily extracted from drill core and we do not need large amount of material for obtaining fracture properties as we need for e.g. three- or four- point bend test. Since it is a new test method, a wide range of tests is needed to be done before it can be applied. In the paper the selected outputs of the experiments performed on normal and high strength concrete will be processed and the values of fracture mechanical parameters will be discussed.
用三点弯曲和改良盘形紧拉试样测定普通混凝土和高强混凝土断裂韧性值的比较
改良圆盘形紧致张力试验是从标准紧致张力试验中衍生出来的一种配置,主要用于测量金属材料的断裂力学性能。紧致拉伸结构通常用于测量断裂力学性能,如断裂韧性、杨氏模量、断裂功等。改进的致密拉伸试验意味着试样形态的显著修改,以避免过早破坏。改进的紧致拉伸试验由于其形状复杂(钢-混凝土界面)而不适用于准脆性材料,但它很容易从岩心中提取,并且不需要像三点或四点弯曲试验那样需要大量的材料来获得断裂性能。由于它是一种新的测试方法,在应用之前需要进行广泛的测试。本文将对普通混凝土和高强混凝土试验的选定结果进行处理,并对断裂力学参数的取值进行讨论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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