粗骨料的粒径对高强混凝土力学性能的影响 |
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引用本文: | 胡世亮,徐会阁.粗骨料的粒径对高强混凝土力学性能的影响[J].江苏建材,2009(4):27-30. |
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作者姓名: | 胡世亮 徐会阁 |
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作者单位: | 1. 河海大学材料科学与工程学院,江苏,南京,210098 2. 无锡久安砼业有限公司,江苏,无锡,214000 |
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摘 要: | 试验研究了粗骨料的最大粒径对高强高性能混凝土的强度及弹性性能的影响,结果表明,粗骨料在高强混凝土中存在最大粒径效应,高强混凝土弹性模量随粗骨料粒径的增大而增大,并在25mm处取得最大值,各组高强混凝土应力-应变曲线的上升段更接近于直线。
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关 键 词: | 高强混凝土 粗骨料 粒径 强度 应力-应变曲线 |
Influence of aggregate grain size on the mechanical property of high-strength concrete |
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Authors: | Hu Shiliang Xu Huige |
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Abstract: | This article studies the maximum size of coarse aggregate's influence on strength and elastic ability of high-strength concrete. The result shows that coarse aggregates have the most grain size effect. The elastic modulus of high-strength concrete increases as the size of coarse aggregate increases. And the maximum size 25 mm of coarse aggregate is obtained. The upward section of stress-strain curve of each group of highstrength concrete approaches into a straight line. |
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Keywords: | high-strength concrete aggregates grain size strength stress-strain curves |
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