| 几种混凝土弹性模量理论计算方法精度比较 |
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| 引用本文： | 王伟成,高利甲.几种混凝土弹性模量理论计算方法精度比较[J].湖南工程学院学报(自然科学版),2011(4):70-72. |
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| 作者姓名： | 王伟成 高利甲 |
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| 作者单位： | 1. 中煤三建,宿州,234000
2. 天津华汇建筑工程设计有限公司,天津,300384 |
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| 摘 要： | 在研究三种经典的混凝土弹性模量计算模型的基础上,通过ANSYS分析了一组（3个）混凝土随机骨料模型,并通过调节水胶比（0.26～0.55）的大小,计算了30组弹性模量,与三种经典模型的理论计算值进行比较,进而进行误差分析.
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| 关 键 词： | 混凝土 弹性模量 误差分析 |
The Elasticity Modulus Theory Calculation Accuracy Comparison of Several Concrete |
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| WANG Wei-cheng,GAO Li-jia.The Elasticity Modulus Theory Calculation Accuracy Comparison of Several Concrete[J].Journal of Hunan Institute of Engineering(Natural Science Edition),2011(4):70-72. |
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| Authors: | WANG Wei-cheng GAO Li-jia |
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| Institution: | 1.China Coal NO.3 Construction(group)Corporation LTD,Suzhou 234000,China; 2.Huahui Architectural Design & Engineering Co LTD,Tianjin 300384,China) |
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| Abstract: | In this paper,the study of the elastic modulus of concrete is done on the basis of the model by ANSYS analysis of a set of（three group）concrete random aggregate modes.30 section elastic modulus are calculated by adjusting the water-cement ratio（0.26~0.55）.Comparing the three elastic modulus calculation theory,error analysis can be done. |
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| Keywords: | concrete elastic modulus error analysis |
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