| 活性粉末混凝土(RPC200)的力学性能 |
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| 引用本文： | 吴炎海,何雁斌,杨幼华.活性粉末混凝土(RPC200)的力学性能[J].福州大学学报(自然科学版),2003,31(5):598-602. |
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| 作者姓名： | 吴炎海 何雁斌 杨幼华 |
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| 作者单位： | 1. 福州大学土木建筑工程学院,福建,福州,350002
2. 福州市建筑设计院,福建,福州,350001 |
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| 基金项目： | 福州大学人才基金资助项目(TJ2001-18) |
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| 摘 要： | 对3批7组棱柱体试件和3批22组立方体试件进行力学性能试验,测定了RPC200棱柱体抗压强度、立方体强度、劈拉强度、弹性模量、峰值应变、泊松比等参数,并建立了弹性模量和峰值应变的拟合公式.
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| 关 键 词： | 活性粉末混凝土 力学性能 强度 弹性模量 峰值应变 泊松比 |
| 文章编号： | 1000-2243(2003)05-0598-05 |
| 修稿时间： | 2003年4月14日 |
Investigation on RPC200 mechanical performance |
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| WU Yan-hai,HE Yan-bin,YANG You-hua.Investigation on RPC200 mechanical performance[J].Journal of Fuzhou University(Natural Science Edition),2003,31(5):598-602. |
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| Authors: | WU Yan-hai HE Yan-bin YANG You-hua |
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| Institution: | 1 (1. College of Civil Engineering and Architectures, Fuzhou University, Fuzhou, Fujian 350002, China; 2. Fuzhou Institute of Architectural Design, Fuzhou, Fujian 350001, China) |
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| Abstract: | The 3 batches with 7 groups of prism concrete test specimens and the 3 batches with 22 groups of cube ones were used in mechanical properties test, and a series of parameters of RPC was acquired such as prismatic strength, the cubic strength, split and pull strength, elastic module, peak strain, Poisson's ratio. The formula of the deformation module and peak strain was established. |
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| Keywords: | RPC mechanical performance strength elastic module peak strain Poisson's ratio |
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