| 混凝土均匀受拉强度试验方法的改进 |
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| 引用本文： | 张云莲,李家康. 混凝土均匀受拉强度试验方法的改进[J]. 工业建筑, 2001, 31(11): 33-34,43 |
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| 作者姓名： | 张云莲 李家康 |
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| 作者单位： | 杭州应用工程技术学院土木系, |
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| 摘 要： | 试件截面受拉偏心是混凝土均匀受拉强度试验中存在的主要问题。在试件的设计与制作、装卡夹具的设计等方面作了较大的改进 ,使偏心减小到工程应用可接纳的范围
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| 关 键 词： | 混凝土均匀受拉强度 偏心 试件 试验方法 |
IMPROVEMENT OF THE TESTING METHOD OF CONCRETE HOMOGENOUS TENSILE STRENGTH |
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| Zhang Yunlian Li Jiakang. IMPROVEMENT OF THE TESTING METHOD OF CONCRETE HOMOGENOUS TENSILE STRENGTH[J]. Industrial Construction, 2001, 31(11): 33-34,43 |
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| Authors: | Zhang Yunlian Li Jiakang |
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| Affiliation: | Civil Engineering Department of Hangzhou Institute of Applied Engineering Hangzhou 310012 |
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| Abstract: | Tension eccentricity of the specimen section is the main problem in concrete homogenous tensile strength test. This paper improves the testing method in aspects of specimen design and making, clamping design etc. and reduces the eccentricity to the limits permitted by construction application. |
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| Keywords: | concrete homogenous tensile strength eccentricity specimen testing method |
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