Effect of ASR expansion on mechanical properties of concrete

IF 0.5 4区 工程技术 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
Alkan Hafçi, L. Turanli, F. Bektaş
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引用次数: 1

Abstract

In this experimental study the effect of alkali silica reaction [ASR] on the mechanical properties of concrete namely compressive strength, fl exural strength, splitting tensile strength, modulus of elasticity and pull-out strength is presented. The effect of the specimens’ geometry on ASR expansion has also been studied. The results confirm that ASR expansion of over 0.04% causes significant losses in the mechanical properties of concrete, albeit at differing rates. Moreover, this study proves that the specimen geometry has an important role on ASR expansion rate.
ASR膨胀对混凝土力学性能的影响
试验研究了碱硅反应对混凝土抗压强度、抗折强度、劈裂抗拉强度、弹性模量和抗拔强度等力学性能的影响。研究了试样几何形状对ASR膨胀的影响。结果证实,ASR膨胀超过0.04%会导致混凝土力学性能的显著损失,尽管损失幅度不同。此外,本研究还证明了试样几何形状对ASR膨胀率有重要影响。
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
Cement Wapno Beton
Cement Wapno Beton CONSTRUCTION & BUILDING TECHNOLOGY-MATERIALS SCIENCE, COMPOSITES
CiteScore
1.30
自引率
28.60%
发文量
0
审稿时长
>12 weeks
期刊介绍: The Publisher of the scientific bimonthly of international circulation, entitled "Cement-Wapno-Beton" ["Cement-Lime-Concrete"], is the Fundacja Cement, Wapno, Beton [Foundation Cement, Lime, Concrete]. The periodical is dedicated to the issues concerning mineral setting materials and concrete. It is concerned with the publication of academic and research works from the field of chemistry and technology of building setting materials and concrete
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