Direct tension test on large concrete specimens - Part I: Tensile strength, fracture properties and size effect

IF 2.5 3区 工程技术 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY
J M Chandra Kishen, Yogesh R, Parvinder Singh
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引用次数: 0

Abstract

The tensile strength and fracture properties of concrete play a vital role in the design of large concrete structures. These properties are evaluated from indirect tests on small-sized specimens. As concrete is known to exhibit a strong size effect, it is important to evaluate these properties from large-sized specimens through a direct tension test. In this research, we perform direct tension tests on large-sized concrete specimens under displacement control. The conditions under which the specimens have to be prepared and tested, and the challenges faced are highlighted. It is seen that the tensile strength is almost half the values that are suggested in major codes of practice. Important elastic and fracture properties under direct tension, including tensile strength, fracture toughness, fracture energy, critical crack mouth opening displacement, critical crack length, and softening law parameters, which find application in non-linear finite element models, are evaluated.

大混凝土试件的直接拉伸试验。第1部分:拉伸强度、断裂特性和尺寸效应
混凝土的抗拉强度和断裂性能在大型混凝土结构的设计中起着至关重要的作用。这些特性是通过对小尺寸试样的间接试验来评估的。众所周知,混凝土具有很强的尺寸效应,因此通过直接拉伸试验来评估大尺寸试件的这些特性是很重要的。在本研究中,我们对大尺寸混凝土试件进行了位移控制下的直接拉伸试验。强调了标本必须准备和测试的条件以及面临的挑战。可以看出,抗拉强度几乎是主要操作规范中建议值的一半。对直接拉伸下重要的弹性和断裂性能,包括抗拉强度、断裂韧性、断裂能、临界裂纹张开位移、临界裂纹长度和软化规律参数进行了评估,这些参数在非线性有限元模型中得到了应用。
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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来源期刊
International Journal of Fracture
International Journal of Fracture 物理-材料科学:综合
CiteScore
4.80
自引率
8.00%
发文量
74
审稿时长
13.5 months
期刊介绍: The International Journal of Fracture is an outlet for original analytical, numerical and experimental contributions which provide improved understanding of the mechanisms of micro and macro fracture in all materials, and their engineering implications. The Journal is pleased to receive papers from engineers and scientists working in various aspects of fracture. Contributions emphasizing empirical correlations, unanalyzed experimental results or routine numerical computations, while representing important necessary aspects of certain fatigue, strength, and fracture analyses, will normally be discouraged; occasional review papers in these as well as other areas are welcomed. Innovative and in-depth engineering applications of fracture theory are also encouraged. In addition, the Journal welcomes, for rapid publication, Brief Notes in Fracture and Micromechanics which serve the Journal''s Objective. Brief Notes include: Brief presentation of a new idea, concept or method; new experimental observations or methods of significance; short notes of quality that do not amount to full length papers; discussion of previously published work in the Journal, and Brief Notes Errata.
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